kamal assan ohamed - faculty of engineering - asu · tarek kamal hassan mohamed 1. personal...

TAREK KAMAL HASSAN MOHAMED

1. PERSONAL INFORMATION Last name : Mohamed Given names : Tarek Kamal Hassan Date of birth : April 24, 1972 Citizenship : Egyptian

Occupation : - Professor of Concrete Structures

Department of Structural Engineering Faculty of Engineering Ain Shams University (Since Feb. 2013)

- Senior Associate Dar Al Handasah Consultants, Cairo, Egypt

Mailing address : 14 Gamal Nouh Street Almaza, Cairo, Egypt Phone No. (Home) : 02- 2417-4099 Mobile : 01002188906 / 01000987722 Email : [email protected]

2. EDUCATION Ph.D. : Civil and Geological Engineering Department University of Manitoba, Winnipeg, MB, Canada Year Granted : October 2002 Thesis Title : Flexural Performance and Bond Characteristics of FRP Strengthening Techniques for Concrete Structures Advisor : Dr. Sami H. Rizkalla / Dr. Aftab Mufti M.Sc. : Civil and Geological Engineering Department University of Manitoba, Winnipeg, MB, Canada Year Granted : Feb. 1999 Thesis Title : Behavior of Concrete Bridge Decks Reinforced with Fiber Reinforced Polymers Advisor : Dr. Sami H. Rizkalla B.Sc. : Structural Engineering Department Ain Shams University, Cairo, Egypt Year Granted : June 1995 Graduation Project: Design of Reinforced Concrete Structures Grade : Distinction with Honors degree

{Order of merit was the 1st out of 139 students}

Dr. Tarek Kamal Hassan Mohamed: Curriculum Vitae

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3. AWARDS AND CERTIFICATES

AWARD INSTITUTION VALUE YEAR

Consulting Engineer (RC Structures)

Egyptian Syndicate of Engineering

CERTIFICATE June 2011

Passed DUBAI Municipality Exam for the Design of Structures with Unlimited Height

Dubai Municipality, UAE

CERTIFICATE April 2010

BEST PAPER AWARD

PRECAST

PRESTRESSED

CONCRETE

INSTITUTE, USA

CERTIFICATE 2007

NSERC POST DOCTORAL

FELLOWSHIP NATIONAL AWARD,

CANADA $35,000/YEAR JAN. 2003 – DEC. 2004

EDWARD TOPORECK

GRADUATE SCHOLARSHIP UNIVERSITY OF

MANITOBA, CANADA $ 3,800 NOV. 2001

TEACHING ASSISTANT

AWARD UNIVERSITY OF

MANITOBA, CANADA $ 100 JUNE 2001

EDWARD TOPORECK


MANITOBA, CANADA $ 3,800 NOV. 2000

TOP-UP AWARD UNIVERSITY OF

MANITOBA, CANADA $10,000/YEAR AUGUST 2000 – JULY 2002

NSERC POST GRADUATE

SCHOLARSHIP - B NATIONAL AWARD $ 19,100/YEAR MAY 2000- APRIL 2002

UMSU SCHOLARSHIP UNIVERSITY OF

MANITOBA, CANADA $ 875 JULY 1999

GORDON P. OSLER


MANITOBA, CANADA $6,000 JUNE 1999

UNIVERSITY OF MANITOBA

GRADUATE FELLOWSHIP

(Ph.D)

UNIVERSITY OF

MANITOBA, CANADA $ 16,000/YEAR APRIL 1999- MAY 2000

UNIVERSITY OF MANITOBA

GRADUATE FELLOWSHIP

(M.SC.)

UNIVERSITY OF

MANITOBA, CANADA $8,000/ YEAR SEPTEMBER 1998

UNDER GRADUATE

DISTINCTION AWARD AIN-SHAMS

UNIVERSITY, EGYPT $ 50/YEAR SEP. 1990- JUNE 1995


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4. PROFESSIONAL EXPERIENCE

POSITION EMPLOYER DATES

SENIOR ASSOCIATE AND

HEAD OF DESIGN UNIT DAR AL - HANDASAH CONSULTANTS JUNE 2011-PRESENT

SENIOR STRUCTURAL

ENGINEER AND GROUP

LEADER DAR AL - HANDASAH CONSULTANTS NOV. 2004- JUNE 2011

ASSOCIATE PROFESSOR AIN SHAMS UNIVERSITY, CAIRO, EGYPT JAN. 2008- PRESENT

ASSISTANT PROFESSOR AIN SHAMS UNIVERSITY, CAIRO, EGYPT SEPTEMBER 2004 – JAN.

2008

NSERC POST DOCTORAL

FELLOW NORTH CAROLINA STATE UNIVERSITY, USA

APRIL 2003 – AUGUST

2004

ASSISTANT PROFESSOR, STRUCTURAL ENG. DEPT.

AIN SHAMS UNIVERSITY, EGYPT AUGUST 2002 – MARCH

2003

POST DOCTORAL FELLOW NORTH CAROLINA STATE UNIVERSITY, USA MAY 2002 – JULY 2002

PH.D. STUDENT /

RESEARCH ASSISTANT ISIS CANADA, UNIVERSITY OF MANITOBA,

CANADA FEB. 1999 – MAY 2002

MASTER STUDENT /

RESEARCH ASSISTANT ISIS CANADA, UNIVERSITY OF MANITOBA,

CANADA SEP. 1997 – FEB. 1999

TEACHING ASSISTANT UNIVERSITY OF MANITOBA, CANADA JAN. 1998 – APRIL 2001

DEMONSTRATOR, STRUCTURAL ENG. DEPT.

AIN SHAMS UNIVERSITY, EGYPT JULY 1995 – AUGUST 1997

STRUCTURAL ENGINEER KH CONSULTING ENGINEERS, EGYPT JULY 1995- AUGUST 1997

5. TEACHING EXPERIENCE AIN-SHAMS UNIVERSITY, EGYPT INSTRUCTOR CES 232 CF REINFORCED CONCRETE DESIGN (1) SEP. 2002 – NOV. 2009 CES 434 CF REINFORCED CONCRETE DESIGN (3) SEP. 2002 – NOV. 2009 UNVERSITY OF MANITOBA, CANADA TEACHING ASSISTANT 23.404 STRUCTURAL DYNAMICS SEP. 2001 – DEC. 2001

{RECEIVED TEACHING ASSISTANT AWARD BASED ON STUDENTS NOMINATIONS

FROM THIS COURSE} 23.376 STRUCTURAL ANALYSIS JAN. 2001 – MARCH 2001 23.277 CIVIL ENG. MATERIALS SEP. 2000 – DEC. 2000 23.376 STRUCTURAL ANALYSIS JAN. 2000 – MARCH 2000 23.377 STRUCTURAL DESIGN I SEP. 1999 – DEC. 1999 23.377 STRUCTURAL DESIGN I SEP. 1998 – DEC. 1998 AIN-SHAMS UNIVERSITY, EGYPT TEACHING ASSISTANT CES 232 CF REINFORCED CONCRETE DESIGN (1) SEP. 1995 – JULY 1997 CES 434 CF REINFORCED CONCRETE DESIGN (3) SEP. 1995 – JULY 1997


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6. CONSULTING

EMPLOYER NATURE OF WORK DATES

DAR AL HANDASAH Consultants, Cairo, Egypt Project: Kingdom Tower, Jeddah, KSA

Design review of the world longest tower in Jeddah. Supervising the development of a 3D model for the whole tower.

July 2011-present

DAR AL HANDASAH Consultants, Cairo, Egypt Project: Temporary Mataf, Makkah, KSA

Design review of the temporary Mataf in Makkah, which is composed of CFRP structural columns and beams.

April 2012-present

DAR AL HANDASAH Consultants, Cairo, Egypt Project: The Pointe at Palm Jumeirah, Dubai, UAE

Supervise, review and issue design drawings and calculations for retail areas, restaurants, water tanks and external works in Palm Jumeirah, Dubai, UAE.

June 2012-present

DAR AL HANDASAH Consultants, Cairo, Egypt Project: Palma Residences, Dubai, UAE

Supervise, review and issue design drawings and calculations for 104 concrete villas, swimming pools, water tanks and external works in Palma Residences in Dubai, UAE.

October 2011-July 2012

DAR AL HANDASAH Consultants, Cairo, Egypt Project: Shamiyah Haram Expansion, Makkah, Kingdom of Saudi Arabia

Supervise, review and issue design drawings and calculations for the foundations, columns and super structure. Review all 3D finite element models. Technical assistance to the site through a site visit every two weeks.

July 2009-present

DAR AL HANDASAH Consultants, Cairo, Egypt Project: Jabal Omar Development Project, Makkah, Kingdom of Saudi Arabia

Supervise, review and issue design drawings and calculations for podiums 3 and 4 (Total of 4 towers with overall height = 150 m). Review all 3D finite element models for the towers, design of foundations, piles and floors.

Nov. 2008- July. 2009.

DAR AL HANDASAH Consultants, Cairo, Egypt Project: Massa’a Extension at Makkah, Kingdom of Saudi Arabia

Develop a full 3-D model using Strand7 for the Massa’a.

Develop a full 3-D model for the new SAFA building.

Complete design of detailing of the concrete piles and the raft foundation

November 2006 –Nov. 2008


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DAR AL HANDASAH Consultants, Cairo, Egypt Project: Structural Evaluation of the First Saudi Extension, Makkah Haram

Develop 3-D models for the different zones of the Holy Haram in Makkah using Strand7.

Checking the adequacy of different structural elements (beams, slabs and columns)

Design the strengthening scheme using FRP to increase the column axial capacity.

May 2005 – June 2006

DAR AL HANDASAH Consultants, Cairo, Egypt Project:: PALM JUMEIRAH - MARINA APARTMENTS, United Arab Emirates.

Develop a 3-D model using Strand7 to predict the effect of seismic loading on the various concrete elements.

Design of the concrete slabs of the car park, supporting beams, columns, pile caps and piles.

Provide clear and neat sketches for the details of the reinforcement of various concrete members.

March 2005 –June 2006

DAR AL HANDASAH Consultants, Cairo, Egypt Project: Al-Qasr Development Project, Riyadh, Kingdom of Saudi Arabia (Total of 90 buidlings)

Design of the concrete slabs, supporting beams, columns and isolated footings of different villas and concrete residential buildings.

Provide clear and neat sketches for the details of the reinforcement of various concrete members.

July 2005 - September 2005

DAR AL HANDASAH Consultants, Cairo, Egypt Project: Dubai International Airport, Expansion Project (Phase 2), Cargo Mega Terminal Building, United Arab Emirates.

Develop a 3-D model using SAP2000 to predict the effect of seismic loading on the concrete cores and shear walls.

Design of the concrete slabs, supporting beams, columns, pile caps and piles. Provide clear and neat sketches for the details of the reinforcement of various concrete members.

November 2004 -July 2005

DAR AL HANDASAH Consultants, Cairo, Egypt Project:: Ahmed Bahaa Al-Din Cultural Center, Assouy, Egypt

Full modeling, design and detailing of a concrete raft on piles.

June 2005 - July 2005


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DAR AL HANDASAH Consultants, Cairo, Egypt Project: Jebel Ali Air Port city, Phase 1: Design of buildings, United Arab Emirates.

Design of isolated and combined footings of the office park, Blocks A1, B1, A2 and B2.

December 2005 -January 2006

CARLTON FIELDS LAW

FIRM, ATTORNEYS AT

LAW, FLORIDA, USA /

DR. SAMI RIZKALLA

DETERMINE THE PHYSICAL AND

FUNCTIONAL CONDITION OF THE

SUPERSTRUCTURE OF THE SANIBEL

CAUSEWAY BRIDGE OVER SAN CARLOS

BAY, FLORIDA, USA.

HIGHLIGHT THE MOST LIKELY CAUSES

OF THE PROBLEMS.

EXAMINES THE FEASIBILITY OF USING

VARIOUS STRENGTHENING SYSTEMS TO

RESTORE THE ORIGINAL CAPACITY OF

THE BRIDGE’S SUPERSTRUCTURE.

JAN. 2004 – APRIL

2004

NORTH CAROLINA

DEPARTMENT OF

TRANSPORTATION, NC, USA/DR. SAMI

RIZKALLA

DESIGN OF A HIGHWAY BRIDGE DECK

SLAB REINFORCED WITH FRP. THE

BRIDGE WILL BE CONSTRUCTED IN 2004

IN NC, USA.

PREDICT THE BEHAVIOR OF THE DECK

SLAB USING NON-LINEAR FINITE

ELEMENT ANALYSIS USING THE ANACAP

SOFTWARE.

PROVIDE DESIGN RECOMMENDATIONS

AND REINFORCEMENT DETAILS OF THE

DECK SLAB.

JUNE 2003 – DEC. 2003


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STRUCTURE DESIGN

AND REHABILITATION, FLORIDA, USA

PERFORM A COMPARISON BETWEEN

THE AASHTO DEISGN CODE AND THE

ORIGINAL DESIGN OF THE SKYWAY

TRESTLE SPAN BRIDGE, FLORIDA, USA

TO DETERMINE THE REASON FOR SHEAR

CRAKING IN THE EXTERIOR GIRDERS.

CONDUCT A NONLINEAR FINITE

ELEMENT ANALYSIS USING ANACAP, TO

SIMULATE THE BEHAVIOR OF THE

PRESTRESSED AASHTO TYPE IV

EXTERIOR GIRDERS UNDER SEVERAL

CASES OF LOADING.

CALCULATION OF THE ULTIMATE SHEAR

STRENGTH USING VARIOUS

DISTRIBUTION FACTORS AND

DIFFERENT LOADING TRUCKS AS

COMPARED TO THE RESULTS OF THE

FINITE ELEMENT ANALYSIS.

JUNE 2003 – DEC. 2003

ISIS CANADA, WINNIPEG, MANITOBA,

CANADA/DR. GAMIL

TADROS

PERFORM NON-LINEAR FINITE ELEMENT

ANALYSIS OF THE FOLLWING BRIDGE DECK

SLABS:

SHELLRIVER BRIDGE, MANITOBA, CANADA

WOTTEN BRIDGE, SHERBROOKE, CANADA

THE ANALYSIS INVOLVED MODELING OF THE

WHOLE BRIDGES INCLUDING THE STEEL

GIRDERS AND CROSS BRACING TO EVALAUTE

THE PUNCHING SHEAR CARRYING CAPACITY

OF THE DECK SLAB COMPARED TO THE

CANADIAN CODES.

SEP. 1999 MARCH 2000

DILLON ENGINEERING, MANITOBA,

CANADA/DR. SAMI

RIZKALLA

EVALUATE THE STRUCTURAL

PERFORMANCE OF SEGMENTAL PRECAST

CONCRETE PILES FOR THE

SASKATCHEWAN LEGISLATIVE

BUILDING, CANADA.

THE STUDY INVOLVED TESTING OF

PRECAST CONCRETE PILES AS BEAMS, COLUMNS AND BEAM COLUMNS.

JAN. 1998 – JULY

1998

EL-BEHAIRY

CONSULTANT GROUP, CAIRO, EGYPT/ DR.

SHAKER EL-BEHAIRY

PREPARATION OF DESIGN CHARTS FOR

REINFORCED CONCRETE COLUMNS AND

SECTIONS SUBJECTED TO SIMPLE BENDING TO

BE INCLUDED IN EL-BEHAIRY DESIGN

HANDBOOK

SEP. 1995- SEP. 1996


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KH CONSULTANTS, CAIRO, EGYPT/DR.

KAMAL HASSAN

COMPLETE DESIGN AND ANALYSIS OF THE

FOLLOWING CONCRETE STRUCTURES: DELTA BUILDING , CAIRO, EGYPT: 14

FLOORS, HIGH RISE CONCRETE BUILDING

INCLUDING TWO BASEMENT FLOORS AND

SHEAR WALLS. GREEN RESORT, NORTH COAST, EGYPT CONCRETE MOSQUE, MENOFIA, EGYPT

AUGUST 1995 –

JULY 1997

7. RESEARCH PROJECTS 1. BOND BEHAVIOR OF SCC CONCRETE MEMBERS (JUNE 2009-JUNE 2012) This project is funded by two master students testing 17 reinforced concrete beams and studying the effect of different parameters affecting the bond performance of SCC concrete beams. 2. EVALUATION OF A NEW HIGH CORROSIVE RESISTANT STEEL

REINFORCEMENT FOR CONCRETE STRUCTURES IN THE MEDITERRANEAN

SALT ENVIRONMENT (JUNE 2006 –JUNE 2009) This project is funded by the National Science Foundation, USA in collaboration

with North Carolina State University (US AID program). The main objective this research is to evaluate the structural performance of an innovative high-strength and high-corrosive resistance steel as reinforcement for concrete structures. The research aims at introducing the new material, which is commercially known as Micro-Composite Multi Structural Formable Steel (MMFX) steel to the Egyptian market. The project is funded by the Academy of science and research using the US-AID program with a total budget of $36,000 USD. Dr. Hassan is the principal investigator of the project from the Egyptian side. The project is coordinated with NC State University, USA.

3. BEHAVIOR OF PRECAST, PRESTRESSED, L-SHAPED SPANDREL BEAMS (JULY

2006 –NOVEMBER 2006) This research program presents the results of non-linear finite element analyses

conducted to simulate the behavior of prestressed L-shaped spandrel beams. The main objective of the study was to develop reliable and computationally efficient finite element models to analyze prestressed, L-shaped spandrel beams subjected to combined bending, shear, and torsion. Results from previous testing were used to calibrate the finite element model. The model was used to investigate the response of compact L-shaped spandrels designed with open web reinforcement. The behavior, ultimate load carrying capacity, and failure mode of both slender and compact, L-shaped spandrel beams are presented. The influence of the lateral deck ties, as well as the effect of several different web reinforcement configurations on the out-of-plane behavior is also investigated for the compact section.

4. VALUE ENGINEERING AND COST-EFFECTIVENESS OF VARIOUS FRP REPAIR

SYSTEMS (JULY 2003-JULY 2004) This research program is designed to investigate the feasibility of using the most efficient Fiber Reinforced Polymer (FRP) repair/strengthening system to rehabilitate damaged AASHTO prestressed concrete girders. The girders experienced severe damage due to collision impact causing loss of prestressing and spalling of the concrete. The first


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phase of the experimental program consists of testing 12 prestressed concrete C-channel girders strengthened with various FRP techniques. Seven specimens are tested under static loading while the remaining specimens are subjected to fatigue loading. The research investigates the efficiency and cost-effectiveness of externally bonded and near surface mounted FRP systems. The second phase of the experimental program will focus on the structural performance of three damaged AASHTO girders. The 54 ft (16.5m) long girders are strengthened with FRP and are subjected to fatigue loading conditions. The research is currently in progress at the Constructed Facilities Laboratory at North Carolina State University, NC, USA.

5. INNOVATIVE 3-D FRP SANDWICH PANELS FOR TRANSPORTATION

INFRASTRUCTURE (APRIL 2003-JULY 2004) The primary objective of this research program is to study and examine the structural performance of innovative 3-D FRP sandwich panels produced by Martin Marietta Composites, USA. The panels consist of GFRP laminates and foam core sandwich where top and bottom skin GFRP layers are connected together with through-thickness fibers. Failure modes and mechanisms are investigated through a comprehensive experimental program at NC State University. Stiffness and strength analysis methodologies are established and a complete set of design guidelines for FRP Sandwich panels are provided. This research is currently in progress at the Constructed Facilities Laboratory at North Carolina State University, NC, USA.

6. BOND CHARACTERISTICS AND QUALIFICATIONS OF ADHESIVES FOR

MARINE APPLICATIONS AND STEEL PIPE REPAIR (APRIL 2003-JULY 2004) This project investigates the bond properties and shear behavior of two different adhesives used for marine structures and repair of steel pipes. The experimental program consists of four phases including single lap shear testing, environmental exposure testing, cleavage peel testing, and creep testing. This research is currently in progress at the Constructed Facilities Laboratory at North Carolina State University, NC, USA.

7. AN EXPLORATORY STUDY OF A TEST DEVICE FOR CONCRETE

PERMEABILITY (JUNE 2003-JULY 2004) This research project presents the results of an experimental study undertaken to evaluate the effect of moisture content on the air permeability of concrete using the Zia-Guth testing device. Three different types of concrete, varying in w/cm ratio and mineral admixtures were tested. The influence of the moisture content of the concrete on the airflow was examined by testing slab specimens of 16" x 16"x 3" (400x400x75 mm) for each type of concrete under different moisture contents and at different ages of concrete. The results indicate significant impact of moisture content on the permeability constant determined by using the test device. This research is currently in progress at the Constructed Facilities Laboratory at North Carolina State University, NC, USA.

8. HOG WASTE STORAGE FACILITIES USING FRPS (JULY 2001-JULY 2002) The objective of this research program is to develop durable concrete tanks reinforced with FRP to store Hog waste. The research includes developing innovative design procedures for concrete storage tanks reinforced with FRP. The experimental program


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consisted of testing reinforced concrete beams subjected to a repeated wet/dry cycles of Hog waste. The research determines the type of FRP that is most economical and capable of withstanding a severe storage environment.

9. STRUCTURAL PERFORMANCE AND BOND CHARACTERISTICS OF VARIOUS

FRP STRENGTHENING TECHNIQUES (JULY 1999-MAY 2002) - PH.D. RESEARCH TOPIC AT THE UNIVERSITY OF MANITOBA, MB, CANADA This project dealt with the development of a comprehensive approach towards understanding the flexural behaviour of FRP-strengthened concrete structures. The study presented a comparison among various FRP strengthening techniques and developed fundamental criteria governing the choice of a specific technique. The applicability of cracked section analysis as well as non-linear finite element simulations for the analysis of concrete structures strengthened with FRP reinforcement was enumerated. Design guidelines regarding the use of FRP in retrofitting applications were provided. Mathematical models were proposed to quantify the bond characteristics and load transfer mechanisms of various FRP strengthening schemes using bars and strips for near surface mounted configurations as well as externally bonded sheets and strips.

10. BEHAVIOR OF CONCRETE BRIDGE DECKS REINFORCED WITH FRP (SEP.

1997-FEB 1999) - M.SC. RESEARCH TOPIC AT THE UNIVERSITY OF MANITOBA, MB, CANADA This project presented design guidelines for the use of GFRP and CFRP as reinforcement for bridge deck slabs, based on a non-linear finite element analysis and an extensive experimental program using full-scale models. The accuracy of the finite element model was demonstrated by comparing the predicted behavior to the experimental results of four different models tested by independent researchers. The influence of the degree of end restraint, percentage of reinforcement of CFRP and GFRP, type of reinforcement and span-to-depth ratio of deck slabs is investigated. Serviceability and ultimate capacity based on the recommended ratios of reinforcement of CFRP and GFRP are compared to the requirements of several international codes.

8. PROFESSIONAL SERVICES

Reviewer, Precast/Prestressed Concrete Institute Journal (PCI Journal) since 2002.

Reviewer, American Concrete Institute Journal (ACI Structural Journal) since 2005.

Reviewer, American society of civil engineering, Journal of composites for construction (ASCE Journal) since 2004.

Reviewer, Construction and Building Materials Journal since 2003.

Reviewer, Advances in Structural Engineering Journal, since 2011.

Member, Society of Engineers, United Arab Emirates, since 2010.

Member, American Concrete Institute since 2002.

Member, Syndicate of Engineers in Egypt since 1995.

Associate Member, Committee 440, Fiber Reinforced Polymers, since 2003.


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Engineer in Training, Professional Engineers of Ontario, Canada.

Member, Awards Committee at the University of Manitoba (June 2001-June2002)

9. COMPUTER SKILLS

EXPERT LEVEL WITH THE FOLLOWING FINITE ELEMENT PACKAGES

ANACAP (ANATECH CONCRETE ANALYSIS PROGRAM)

ADINA (AUTOMATIC DYNAMIC INCREMENTAL NONLINEAR ANALYSIS)

ATENA 2D AND 3D.

SAP 2000

STRAND 7

ETABS

BASP (BUCKLING ANALYSIS OF STEEL PLATES)

OTHER SOFTWARES

o AUTOCAD. o PROGRAMMING LANGUAGE: FORTRAN 90, MICROSOFT OFFICE


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10. PUBLICATIONS ( h index = 9 www.scopus.com 2015)

I - Articles in Refereed Professional/Technical Journals

1. Salem, S., Hilal, K., Hassan, T., and Essawy, A. (2013) “Experimental Behavior of Partially Prestressed High Strength Concrete Beams”, Open Journal of Civil Engineering, Vol. 3, pp. 26-32,.

2. El-Kateb, M., Abdel Rahman, A., and Hassan, T., (2013) “Torsional Strengthening of Reinforced Concrete Beams Using CFRP Sheets”, Civil Engineering Research Magazine, CERM, Al-Azhar University, Vol. 35, No. 2, April 2013, pp. 384-397.

3. Hassan, T., Mantawy, A., Soliman, J., Sherif, A., and Rizkalla, S., (2012), “Bond Characteristics and Shear Behavior of Concrete Beams Reinforced with High-Strength Steel Reinforcement”, Advances in Structural Engineering, Vol. 15, No. 2, pp. 303-318.(Impact factor=0.603)

4. Frankl, B., Lucier, G., Hassan, T. and Rizkalla, S., (2011), “Behavior of Insulated Precast Prestressed Concrete Sandwich Wall Panels Reinforced with CFRP Grid”, Accepted for Publication, PCI Journal, Spring 2011, pp. 42-54. (Impact factor=0.569)

5. Hassan, T., Lucier, G., and Rizkalla, S., (2011), “Splice Strength of Large Diameter, High Strength Steel Reinforcing Bars”, Construction and Building Materials, Vol. 26, pp. 216-225. (Impact factor=2.818)

6. Hassan, T. and Rizkalla, S. (2010), “Analysis and Design Guidelines of Precast/Prestressed Composite Load-Bearing Sandwich Wall Panels”, PCI Journal, Spring 2010, Vol. 55, No. 2, pp.147-162. (Impact factor=0.569)

7. Rizkalla, S., Hassan, T. and Lucier, G., (2009), “FRP Shear Transfer Mechanism for Precast, Prestressed Concrete Sandwich Load Bearing Panels,” ACI Special Publication SP-265-28, October 2009, pp. 603-626.

8. Shahawy, M., and Hassan, T., (2009), “Effect of Strand Debonding on Prestressed Girder Shear Performance”, ACI Special Publication SP-265-25, October 2009, pp. 533-552.

9. Hassan, T., Selim, H., Rizkalla, S., and Zia, P. (2008), “Shear Behavior of Large-Size Concrete Beams Reinforced with High- and Conventional- Strength Steel”, ACI Structural Journal, Vol. 105, No. 2, pp.173-179. (Impact factor=0.964)

10. Hassan, T., Vickery, J. D., and Rizkalla, S., (2007), “Properties of Adhesives and CPVC Materials Proposed for Steel Tank Lining”, Journal of Adhesion and Adhesives, El-Sevier Publications, Vol. 28, No. 1, pp. 77-90. (impact factor=2.216)

11. Hassan, T., (2007), “Finite Element Study of Shear Behavior of Spandrel Ledges and Comparison with PCI Shear Design Provisions”, Advances in Structural Engineering Journal, Vol. 10, No. 5, pp 475-485. .(Impact factor=0.603)

12. Hassan, T., Lucier, G., Rizkalla, S. and Zia, P. (2007), “Modeling of L-Shaped, Precast, Prestressed Concrete Spandrels”, Precast/Prestressed Concrete Institute (PCI) Journal, Vol. 52, No. 2, pp. 78-92. (Impact factor=0.569).

http://www.scopus.com/


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13. Rosenboom, O., Hassan, T., and Rizkalla, S., (2007), “Flexural Behavior of Aged Prestressed Concrete Girders Strengthened with Various FRP Systems,” Construction and Building Materials, Vol. 21, No. 4, April 2007, pp. 764-776. (Impact factor=2.818)

14. Hassan, T., (2006), “Behavior of Concrete Deep Beams Reinforced with High Strength Steel”, Ain Shams Scientific Bulletin, Vol.41 , No.3 , pp. 109-127.

15. Hassan, T. and Zia, P., (2005), “Effect of Moisture Content on the Air Permeability of Concrete”, American Concrete Institute, ACI Special Publication, SP 228-90, Vol. 228, June 2005.

16. Mufti, A., and Hassan, T., (2005), "Analytical Study of Punching Shear Strength of Restrained Concrete Slabs" Canadian Journal for Civil Engineering, Vol. 32, No. 2, pp. 449-453. (Impact factor=0.407)

17. Hassan T. and Rizkalla, S. (2004), “Bond Mechanism of Near Surface Mounted FRP Bars for Flexural Strengthening of Concrete Structures”, ACI Structural Journal, Vol. 101, No., 6, pp.830-839. (Impact factor=0.964)

18. Rizkalla, S., Hassan, T. and Hassan, N. (2003), "Design Recommendations for the Use of FRP for Reinforcement and Strengthening of Concrete Structures", Progress in Structural Engineering and Materials, Vol. 5, No. 1, pp.16-28. (Impact factor=0.67)

19. Hassan T. and Rizkalla, S. (2003), “Investigation of Bond in Concrete Structures Strengthened with Near Surface Mounted CFRP Strips” ASCE, Journal of Composites for Construction, Vol. 7, No. 3, pp.248-257. (Impact factor=1.817)

20. Rizkalla, S. and Hassan T. (2002), “Effectiveness of FRP Techniques for Strengthening Concrete Bridges” Journal of the International Association for Bridge and Structural Engineering, IABSE, SEI, Vol. 12, No. 2, pp. 89-95. (Impact factor=0.414)

21. Hassan T. and Rizkalla, S. (2002), “Flexural Strengthening of Post-Tensioned Bridge Slabs with FRP Systems”, PCI Journal, Vol. 47, No. 1, pp.76-93 (Impact factor=0.569)

22. Hassan, T., Mohamedien, M., Hassan, N. and Rizkalla, S. (2001), “Bond Performance of Different FRP Strengthening Systems”, P.S. Engineering Research Journal, Vol. 5, No. 2, pp. 15-23.

23. Hassan, T., Abdelrahman, A., Tadros, G., and Rizkalla, S. (2000), “FRP Reinforcing Bars for Bridge Decks” Canadian Journal for Civil Engineering, Vol. 27, No. 5, pp. 839-849. (Impact factor=0.407)

24. Hassan, T., Parmantier, D., Rehal, S., and Rizkalla, S. (2000), “Segmental Precast Concrete Piles: Solution For Underpinning” ACI Concrete International, Vol. 22, No. 8, pp.41-46.

http://www3.interscience.wiley.com/cgi-bin/abstract/103020448/ABSTRACT




http://ojps.aip.org/getabs/servlet/GetabsServlet?prog=normal&id=JCCOF2000007000003000248000001&idtype=cvips&gifs=Yes



http://www.iabse.ethz.ch/publications/publications_f.html



http://www.pci.org/publications/journal/jan-feb_02.html



http://pubs.nrc-cnrc.gc.ca/cgi-bin/rp/rp2_abst_e?cjce_l99-098_27_ns_nf_cjce5-00



http://www.concreteinternational.com/pages/featured_article.asp?FromSearch=True&keywords=hassan&srchtype=ALL&ID=7041



25. Hassan, T., Abdelrahman, A. and Rizkalla, S. (1999), “Design Recommendations for Bridge Decks Reinforced by FRP” ACI Special Publication, American Concrete Institute, SP-188, Nov. 1999, pp.157-167.

II - Refereed Papers Published/Submitted in Conference Proceedings

26. Eltahawy, R, Hassan, T., and Abdelrahman, A., (2015), “Investigation of Debonding Failure in Fiber Reinforced Polymer Strengthened Beams”, 14th International Conference on Structural and Geotechnical Engineering, ICSGE 14, Cairo, 2015.

27. Eltahawy, R, Hassan, T., and Abdelrahman, A., (2015), “Modeling of Debonding in Fiber Reinforced Polymer Strengthened Beams”, 14th International Conference on Structural and Geotechnical Engineering, ICSGE 14, Cairo, 2015.

28. Hassan, T. and Malek, Charles, (2015), “Effect of Twisting Moment on the Punching Shear Capacity of Non-Prismatic Post-Tensioned Cantilever Beams”, 14th International Conference on Structural and Geotechnical Engineering, ICSGE 14, Cairo, 2015.

29. El-Sawy, M., Hassan, T., and Abdelrahman, A., (2012), “Bond Characteristics of Self-Consolidating Concrete Beams”, Proceeding of the International Conference of Bond in Concrete, Brescia, Italy, June 2012.

30. Hassan, T., (2012), “Influence of Shear Reinforcement Detailing on the Behavior of Concrete Column Heads”, IABSE Conference, Sharm El-Sheikh, Egypt, May 2012.

31. Eyada, M., Hassan, T., and Abdelrahman, A., (2012), “Effectiveness of Strengthening Low-Grade Eccentrically-Loaded Concrete Columns Using FRP Sheets”, IABSE Conference, Sharm El-Sheikh, Egypt, May 2012.

32. Soliman, J., Hassan, T., and Abdelrahman, A., Hamdy, O., and Rizkalla, S., (2012), “Special Cementitious Bonding Material For FRP Strengthening Systems”, IABSE Conference, Sharm El-Sheikh, Egypt, May 2012.

33. Soliman, J., Hassan, T., and Abdelrahman, A., Hamdy, O., and Rizkalla, S., (2012), “Prediction of Plate End Debonding and Flexural Failures for Fiber-Reinforced Grancrete Systems”, IABSE Conference, Sharm El-Sheikh, Egypt, May 2012.

34. Fathy, M., Khalil, M., Hassan, T., and Abdelrahman, A., (2011), “Shear Behavior of Concrete-Filled FRP Tubes,” First Middle East Conference on Smart Monitoring, Assessment and Rehabilitation of Structures, SMAR 2011, Dubai, UAE.

35. Sarwat, S., Hassan, T., and Sherif, A., (2010), “Applicability and limitations of Seismic Analysis Techniques for R.C. Buildings with Different Configurations”, 7th International Conference in Structural and Geotechnical Engineering, Alexandria, Egypt, Dec. 2010.


15

36. Frankl, B., Lucier, G., Hassan, T. and Rizkalla, S., (2010), “Thermally Efficient Precast Prestressed Concrete Sandwich Load Bearing Wall Panels Reinforce with CFRP,” The 3rd Congress of the International Federation for Structural Concrete (fib), Washington, DC, May 29-June 2, 2010.

37. El-Agroudy, H., Hassan, T., Ghalab, A., Abdelwahed, O. and El-Fayad, A., (2009), "Ductility and Moment Redictribution in Continuous T-Section High-Strength Concrete Beams," Proceedings of the 13th International Conference on Structural and Geotechnical Engineering, Cairo Egypt, December 27-29, 2009.

38. Mantawy, A., Hassan, T., El-Fayad, A. and Rizkalla, S., (2009), "Behavior of High Strength Steel as Shear Reinforcement for Concrete Beams," Proceedings of the 13th International Conference on Structural and Geotechnical Engineering, Cairo Egypt, December 27-29, 2009.

39. Eltahawy, R., Hassan, T., El-Wahed, O. and Rizkalla, S., (2009), "Flexural Behavior of Concrete Beams Reinforced with High Strength Steel Reinforcing Bars," Proceedings of the 13 th International Conference on Structural and Geotechnical Engineering, Cairo Egypt, December 27-29, 2009.

40. Hassan, T., Rizkalla, S., (2009), “Analysis and Design Guidelines of Precast/Prestressed Composite Bond-Bearing Sandwich Wall Panels,” Proceeding of the Advanced Composites in Construction Conference, Edinburgh University, United Kingdom, September 1-3, 2009.

41. Soliman, J., Hassan, T., Sherif, A, and Rizkalla, S., (2008), “Bond Characteristics of Micro-Composite Multi Structural Formale Steel Reinforcement”, Proceedings of the 5th International Conference on Advanced Composite Materials for Bridges and Structures,” Winnipeg, Manitoba, Canada, Sep. 2008.

42. Saber, N., Hassan, T., Sherif, A., and Gith, H., (2008), “Flexural Behavior of Concrete Beams Strengthened with Steel Reinforced Polymers”, Proceedings of the Fourth International Conference on FRP Composites in Civil Engineering, CICE 2008, Zurich, Switzerland, July 2008.

43. Hassan, T., (2007), “Effect of Confinement on the Splice Strength of CFRP Bars”, Canadian Society of Civil Engineering, Proceedings of the CSCE Annual Conference, Yellowknife, Canada, June 2007.

44. Hassan, T., (2007), “Punching Shear Behavior of Spandrel Ledges”, Canadian Society of Civil Engineering, Proceedings of the CSCE Annual Conference, Yellowknife, Canada, June 2007.

45. Elsaid, A., Hassan, T., Abdel Faiad, A., and Gheith, H., (2007), “Splice Strength of Reinforcing Bars in Self-Consolidating Concrete,” Proceedings of the Sixth Alexandria International Conference on Structural and Geotechnical Engineering, Alexandria, Egypt. April 14-16, 2007.(CD ROM)

46. Smith, G., Hassan, T. and Rizkalla, S., (2005), "Bond Characteristics and Qualifications of Adhesives for Marine Applications and Steel Pipe Repair", Proceedings of the the Third International Conference on Construction Materials: Performance, Innovations and Structural Implications (ConMAT'05), Vancouver, Canada, August 22-24, 2005.

http://www4.ncsu.edu/~srizkal/TechPapers2005/Bond_Characteristics_Qualifications_Adhesives_MarineApplications_SteelPipeRepair_Conmat_.pdf

http://www4.ncsu.edu/~srizkal/TechPapers2005/Bond_Characteristics_Qualifications_Adhesives_MarineApplications_SteelPipeRepair_Conmat_.pdf


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47. Nelson, L., Hassan, T. and Rizkalla, S., (2005), "Overall Behavior and Material Characterization of Pultruded GFRP Bridge Decks", Proceedings of the Fourth Middle East Symposium on Structural Composites for Infrastructure Applications (MESC4), Alexandria, Egypt, May 20-23 2005.

48. Norton, T., Hassan, T., Mohamed, M., and Rizkalla, S., (2004), "Behavior of 3-D Woven Glass Fiber Reinforced Polymeric Bridge Deck Slabs", Proceedings of the International Conference Future Vision and Challenges for Urban Development, Cairo, Egypt, December 20-22, 2004.

49. Rosenboom, O., Hassan, T., Mirmiran, A., and Rizkalla, S., (2004), "Static and Fatigue Performance of 40 year-old Prestressed Concrete Girders Strengthened with Various CFRP Systems", Proceedings of the International Conference Future Vision and Challenges for Urban Development, Cairo, Egypt, December 20-22, 2004.

50. Dawood, M., Seliem, H., Hassan, T., and Rizkalla, S., (2004), "Design Guidelines for Concrete Beams Reinforced with MMFX Composite Reinforcing Bars", Proceedings of the International Conference on Future Vision and Challenges for Urban Development, Cairo, Egypt, December 20-22, 2004.

51. Rosenboom, O., Hassan, T., Mirmiran, A., and Rizkalla, S., (2004), "Static and Fatigue Behavior of FRP Strengthened 40 Year Old Prestressed Concrete Bridge Girders", Second International Conference on FRP Composites in Civil Engineering, Adelaide, Australia, Dec. 2004.

52. Hassan, T., Rochelle, R., and Rizkalla, S., (2004), "Design Considerations for Concrete Bridge Decks Reinforced with FRP", Proceedings of the fourth International Conference on Advanced Composite Materials in Bridges and Structures - ACMBS-IV, Calgary, Alberta, Canada, July 2004.

53. Reis, E., Hassan, T., Dickinson, L., and Rizkalla, S., (2004), "Behavior of FRP Sandwich Panels for Transportation Infrastructure", Proceedings of the fourth International Conference on Advanced Composite Materials in Bridges and Structures - ACMBS-IV, Calgary, Alberta, Canada, July 2004.

54. Hassan, T., Reis, E., and Rizkalla, S. (2003), "Innovative 3-D FRP Sandwich Panels for Bridge Decks", Fifth Alexandria International Conference on Structural and Geotechnical Engineering, Egypt, Dec. 2003 (CD-ROM).

55. Rizkalla, S. and Hassan, T., (2003), “Bond characteristics of Various FRP Strengthening Techniques” 6th International Symposium on Fibre Reinforced Polymer (FRP) Reinforcement for Concrete Structures, FRPRCS-6, July 2003, Singapore.

56. Hassan, T. and Rizkalla, S. (2002), “Analytical Investigation of Bond Between FRP and Concrete”, 3rd Middle East Symposium on Structural Composites for Infrastructure Applications, Cairo, Egypt. Dec. 2002, CD-ROM.

57. Hassan, T. and Rizkalla, S. (2002), “Bond Mechanisms of Near Surface Mounted FRP Bars and Strips for Flexural Strengthening of Concrete

http://www4.ncsu.edu/~srizkal/TechPapers2005/behavior_material_characterization_pultruded_GFRP_bridge_deck.pdf

http://www4.ncsu.edu/~srizkal/TechPapers2005/behavior_material_characterization_pultruded_GFRP_bridge_deck.pdf

http://www4.ncsu.edu/~srizkal/TechPapers2004/Static_Fatigue_Performance_40yearBridge_Prestressed_Concrete_Girders_%20CFRP_Cairo2004.pdf



http://www4.ncsu.edu/~srizkal/TechPapers2004/Cairo_2004_design_guidelines_concrete_beams_reinforced_MMFX.pdf




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Structures”, 1st International Conference on Structural Health Monitoring of Innovative Civil Engineering Structures, Winnipeg, MB, Canada, September, 2002, CD-ROM.

58. Rizkalla, S. and Hassan, T. (2002), “Rehabilitation of Concrete Structures with FRP”, Accepted for publication in the 3rd International Conference on the Behavior of Damaged Structures, Rio de Janeiro, Brazil, July 2002.

59. Rizkalla, S. and Hassan, T. (2001), “Various FRP Strengthening Techniques for Retrofitting Concrete Structures”, CICE 2001 Conference proceedings, Hong Kong, December 2001, Vol. 2, pp. 1033-1040.

60. Hassan, T., Mohamedien, M., Hassan, N. and Rizkalla, S. (2001), “Bond Performance of Different FRP Strengthening Systems”, 3rd Canadian International Composites Conference, CANCOM 2001, Montreal, Quebec, Canada, August 2001, CD-ROM

61. Hassan, T. and Rizkalla, S. (2001), “Strengthening of Bridge Slabs with FRP Systems” Structural Faults and Repair Conference Proceedings, London, United Kingdom, July 2001. CD-ROM

62. Mufti, A., Hassan, T., Memon, A., and Tadros, G. (2001), “Analytical Study of Punching Shear Strength of Restrained Concrete Slabs” Canadian Society of Civil Engineering (CSCE) Annual Conference Proceedings, Victoria, British Colombia, May 2001. CD-ROM.

63. Rizkalla, S. and Hassan, T. (2000), “Design of Concrete Decks with FRP”, Proceedings of the 6th International Conference on Deterioration and Repair of Reinforced Concrete in the Arabian Gulf, Bahrain, October 2000, CD-ROM.

64. Hassan, T., Horeczy, G., Svecova, D., and Rizkalla, S. (2000), “Flexural Strengthening of Post-Tensioned Bridge Slab Using FRP” Proceedings of the third International Conference on Advanced Composite Materials for Bridges and Structures (ACMBS-III), Ottawa, Ontario, July, 2000.

65. Hassan, T., Abdelrahman, A., Tadros, G., and Rizkalla, S. (1999), “Design Guidelines for Bridge Deck slabs Reinforced by CFRP and GFRP” Proceedings of the Bridge Engineering Conference, Sharm El-Sheikh, Egypt, March, 2000, pp. 259-270.

66. Hassan, T., Louka, H., Abdelrahman, A., and Rizkalla, S. (1999), “Behavior of Bridge Decks Reinforced by FRP” International Conference on Composite Materials, Paris, France, July, 1999.CD-ROM.

67. Abdelrahman, A., Hassan, T., Tadros, G., and Rizkalla, S. (1998), “Behavior of Concrete Bridge Deck Model Reinforced By Carbon FRP.” Canadian Society of Civil Engineering (CSCE) Annual Conference Proceedings, Halifax, 1998.


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11. REFERENCES 1. DR. SAMI H. RIZKALLA Distinguished Professor of Civil Engineering, Construction and Environmental Engineering Director, Constructed Facilities Laboratory Director, NSF Industry/University Cooperative Research Center Mailing address: North Carolina State University, Centennial Campus, Campus Box 7533 2414 Campus Shore Drive Raleigh, NC, USA 27695-7533 Phone: (919) 513-4336 Fax: (919) 513-1765 E-mail: [email protected] 2. DR. PAUL ZIA Distinguished University Professor Emeritus Department of Civil, Construction and Environmental Engineering Former ACI President (1989) Mailing address: North Carolina State University, Centennial Campus, Campus Box 7533 2414 Campus Shore Drive Raleigh, NC, USA 27695-7533 Phone: (919) 513-1733 Fax: (919) 513-1765 E-mail: [email protected] 3. DR. AFTAB MUFTI President, ISIS Canada Professor, Department of Civil Engineering, The University of Manitoba, MB, Canada Mailing address: The University of Manitoba Administrative Centre Agricultural Engineering Building (AEB) A250 - 96 Dafoe Road Winnipeg, Manitoba, Canada R3T 2N2 Phone: (204) 474-8506 Fax: (204) 474-7519 E-Mail: [email protected]

mailto:[email protected]




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4. DR. GAMIL TADROS Technical Consultant Expert Mailing address SPECO Engineering Ltd. 43 Schiller Cres. NW Calgary, AB, Canada T3L 1W7 Phone: (403) 547-2196 Fax: (403) 547-4266 E-Mail: [email protected]


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APPENDIX A:

LIST OF GRADUATE COURSES TAKEN AT CANADIAN UNIVERSITIES AND THEIR GRADES

COURSE TITLE UNIVERSITY GRADE

1. REINFORCED CONCRETE UNIVERSITY OF MANITOBA, MB,

CANADA A+

2. CONCRETE MIX DESIGN UNIVERSITY OF MANITOBA, MB,

CANADA A+

3. ADVANCED STEEL STRUCTURES UNIVERSITY OF MANITOBA, MB,

CANADA A+

4. PRESTRESSED CONCRETE I UNIVERSITY OF MANITOBA, MB,

CANADA A+

5. DESIGN OF LIGHT INDUSTRIAL

STEEL BUILDINGS UNIVERSITY OF MANITOBA, MB,

CANADA A+

6. STRUCTURAL DYNAMICS UNIVERSITY OF MANITOBA, MB,

CANADA A+

7. PRESTRESSED CONCRETE II UNIVERSITY OF CALGARY, AB, CANADA A+

8. EARTHQUAKE ENGINEERING UNIVERSITY OF CALGARY, AB, CANADA A+

9. MICRO STRUCTURE OF CEMENT UNIVERSITY OF MANITOBA, MB,

CANADA A+

10. STRUCTURAL STABILITY UNIVERSITY OF MANITOBA, MB,

CANADA A+

11. DURABILITY OF CONCRETE

BEAMS REINFORCED WITH FRP UNIVERSITY OF MANITOBA, MB,

CANADA A+


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APPENDIX B:

COPIES OF TRANSCRIPTS/DIPLOMAS/CERTIFICATES


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kamal assan ohamed - faculty of engineering - asu · tarek kamal hassan mohamed 1. personal...

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