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Asa Nptel Lec01Asa Nptel Lec01Asa Nptel Lec01Asa Nptel Lec01Asa Nptel Lec01Asa Nptel Lec01Asa Nptel Lec01Asa Nptel Lec01Asa Nptel Lec01Asa Nptel Lec01Asa Nptel Lec01TRANSCRIPT
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AdvancedStructuralAnalysis
Lecture1Module1:ReviewofBasicStructuralAnalysis
DevdasMenonProfessorIITMadras
NationalProgrammeonTechnologyEnhancedLearning(NPTEL)
www.nptel.ac.in
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AdvancedStructuralAnalysisModules
1. Reviewofbasicstructuralanalysis 1
2. Reviewofbasicstructuralanalysis 2
3. Basicmatrixconcepts
4. Matrixanalysisofstructureswithaxialelements
5. Matrixanalysisofbeamsandgrids
6. Matrixanalysisofplaneandspaceframes
7. Analysisofelasticinstabilityandsecondordereffects
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Paperback (2009)Paperback (2008)Hardbound (2008) Hardbound (2009)
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Module1:ReviewofbasicSA 1
StaticallyDeterminateStructures:Introduction;Analysisofsupportreactions,internalforcesintrusses,beams,cables,archesandframes;Analysisofslopesanddeflectionsinbeams.
WorkandEnergyMethods: Introduction;Principleofvirtualdisplacementsandvirtualforces;Reciprocaltheorems;Energyconcepts;Displacementbasedandforcebasedenergyprinciples;derivingstiffnessandflexibilitycoefficients.
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Module1:ReviewofbasicStructuralAnalysis 1
Introduction
StaticallyDeterminateStructures
WorkandEnergyMethods
ForceMethods StaticallyIndeterminateStructures
DisplacementMethods KinematicallyIndeterminateStructures
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PartI:Fundamentals
PartI:Fundamentals
PartII:ForceResponseinStatically
DeterminateStructures
PartII:ForceResponseinStatically
DeterminateStructures
PartIII:DisplacementResponseinStatically
DeterminateStructures
PartIII:DisplacementResponseinStatically
DeterminateStructures
PartIV:Statically
IndeterminateStructures:
ForceMethods
PartIV:Statically
IndeterminateStructures:
ForceMethods
PartV:KinematicallyIndeterminateStructures:
DisplacementMethods
PartV:KinematicallyIndeterminateStructures:
DisplacementMethods
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LOADS
(input)STRUCTURE
(system)
RESPONSE?
(output)
STRUCTURALDESIGN
StructuralAnalysis&Design
o Stabilityo Strengtho Stiffnesso EconomyoAesthetics
STRUCTURALANALYSIS
StructuralAnalysisistheapplicationofsolidmechanicstopredicttheresponse (intermsofforcesanddisplacements)ofagivenstructure(existingorproposed)subjecttospecifiedloads.
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IntroductiontoStructuralAnalysis
STRUCTURELOAD RESPONSE
StructuralSystem StructuralIdealisation StructuralElements
StructuralSystem StructuralIdealisation StructuralElements
Joints&InternalStability Supports&ExternalStability StaticIndeterminacy KinematicIndeterminacy
Joints&InternalStability Supports&ExternalStability StaticIndeterminacy KinematicIndeterminacy
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StructuralModelling
slab
Spaceframe
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STRUCTURE
WALLS
SLABS
SHELLS
FOLDEDPLATES
SKELETAL SPATIAL
AxialSystem
GridBeam
SpaceTrussPlaneTruss
MODELLINGOF
STRUCTURES
MODELLINGOF
STRUCTURES
PlaneFrame
PlaneFrameElement
LINEAR(1D) PLANAR(2D) SPACE(3D)
SpaceFrame
SpaceFrameElement
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Joints&Supports
Joint
(Connectionbetweenelements)
(Connectionbetweenelements)
Kinematicfunction:Controlrelativedisplacements
Staticfunction:Providefortransmissionofforces
Semirigid
Pinned
Rigid
(Freerelativerotation)
(Norelativerotationortranslation)
Hingedsupport
Rollersupport
FixedsupportSupportReactionsSupportReactions
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Internalhingebehaviour
SB
SBVCVA
MA
AB C
P1 P2
BC
P2
AB
P1
DetailatB A B
P1 C
P2
childparent
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SpaceandPlaneFrames
Spaceframe(3Danalysis)
Planeframes(2Danalysis)
SpaceFrameElement
PlaneframeElement
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PlaneFramesandBeams
Full(plane)frameundergravityloading
Partial(substitute)frame
Bendingmoments
Shearforces
Continuousbeam
Beamelement
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Grids(grillages)andBeams
Grid
Gridelement
Bendingmoments
Shearforces
Twistingmoments
GridelementreducestoBeamelementTorsional stiffnessnegligible
(Introducetorsional releasesatmemberends)
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StaticIndeterminacy(ns)
Cause(kinematicsrelated):Structureisoverconstrainedoroverrigid
Effect(staticsrelated):Structureishyperstaticorstaticallyindeterminate
(ns =m +r 2j =2)
(ns =m +r 2j =2)
(m =9,r =3,j =6)m +r =2j=12
UnstableOverrigid
Justrigid (ns =0)(ns =0)
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ForcesandDisplacements
SimplePlaneTruss:
m =11,r =3,j =7m +r =2j=14
F1
F2F3
F4F5
F6
F12F13
F7F8
F9F10
F11F14
1
2 3
4
5 6
8 9 10 11
7
D5 D6
D9
D10
D1
D2
11
D3
D43
Forces: external;internalFj(j 1,2,,14);Ni (i =1,2,,11)
N11
Displacements:deflections;deformationsDj (j 1,2,,14);ei (i =1,2,,11)
D5
D6
D9
D10
L11
L11+e11
Mustsatisfyequilibriumconditions
Mustsatisfycompatibilityconditions
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KinematicIndeterminacy
Global(Structure)Coordinates:j=1,2,,14Restraints:D12 =0,D13 =0,D14 =0UnknownDisplacements:D1 ,D2 ,,D11Degreeofkinematicindeterminacynk =11(Degreeofstaticindeterminacyns =0!)
m =11,r =3,j =7m +r =2j=14
1
23
45
6
1213
78
910
1114
SimplePlaneTruss:
Thedegreeofkinematicindeterminacymaybedefinedasthetotalnumberofdegreesoffreedom(independentdisplacementcoordinates)atthevariousjointsinaskeletalstructure.
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KinematicIndeterminacy
BeamelementBeamelement
11
22 AA BB33
44
D1
D4D2
D3AA BB nk =2
CantileverCantilever
nk =0
FixedBeamFixedBeam
11
22
ContinuousBeamContinuousBeam nk =4
11 22
33
44
PlaneframeelementPlaneframeelement
BB
55
6644
22
33 AA11
55
nk =6nk =6
PortalframePortalframe
22
3311
6644
BoxframeBoxframenk =3nk =3
IgnoringaxialdeformationsIgnoringaxialdeformations
11 223311 33
55
441166
nk =6nk =6
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Staticvs KinematicIndeterminacy
ns =(4 3) 3=36nk =(4 4) 3=48ns =(4 3) 3=36nk =(4 4) 3=48
Ignoringaxialdeformations:nk =16+4=20
Ignoringaxialdeformations:nk =16+4=20
11 171722 33 44
55 181866 77 88
99 19191010 1111 1212
1313 2020
1414 1515 1616
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StructuralAnalysis
STRUCTURELOAD RESPONSE
SupportReactions InternalForceResultants Displacements
SupportReactions InternalForceResultants Displacements
DirectActions IndirectLoading DirectActions IndirectLoading ForceField
DisplacementField
EquilibriumofForces CompatibilityofDisplacements Forcedisplacementrelations
EquilibriumofForces CompatibilityofDisplacements Forcedisplacementrelations
UnderlyingPrinciples:
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IndirectLoading
SupportDisplacements
ConstructionalErrors
EnvironmentalChanges
Caninduceaforceresponseifthestructureisoverrigid;otherwiseonlyadisplacementresponse!
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SupportDisplacements
(a)cantileverbeam
A B
rotationalslipA
A
(c)proppedcantileverbeam
A B
rotationalslipA
(d)fixedbeam
A Bdifferentialsettlement
BA
(b)simplysupportedbeam
A B
differentialsettlement
BA
Overrigidstructures
(bendingmoments,shearforces,supportreactionsinduced)
Justrigidstructures
(rigidbodymotions;noforceresponse)
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ConstructionalErrors
(a) Internallyjustrigid (b) internallyoverrigid
xx
xxA
B C
D
xx
xx
xx
xxA
B C
D
xx
xx
(AClongby5mm)
(noforceresponse)(diagonalsundercompression;
othermembersintension)
Lackoffitintrusses:
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EnvironmentalChanges
L
=L(T)
Noforce
Justrigid
Temperatureeffect
Overrigid
L L
ks
Axialforce:N =kbar Axialforce:N =kbar
Axialforce:N =ks sAxialforce:N =ks s
00
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Equilibriumofforcesensuresstaticadmissibility
Compatibilityofdisplacementsensureskinematicadmissibility
Forcedisplacementrelationsinvolvematerialstressstrainlaws
BasicRequirements
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ForceResponse
Supportreactions
Internalforces
C
AB
P
30011
22
Supportreactions
PRC
RA300
RA 3 P
RC 2P 3
2300 1
Fij Actionofion j(appearsonfreebodyofj)
Fij =Fji(Newtonsthirdlaw)
RA
RC
A B
P
C
F1A FA1
F1BFB1
F2BFB2
FC2F2C
11
22
N1 3 P
N2 2P
Barforces
StaticallyAdmissibleFORCERESPONSE
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LinearElasticBehaviour
SYSTEMStimulus Response?
P
L
L
+
e
TensionTest
highAlowL
low Ahigh L
P
e0
P/A
e/L0
A
manyrodspecimens(samematerial),variouslengthsanddiameters
E
1
Singlematerialproperty!
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k P ki Niei
EA iLi
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(a)loaddeflection(structure)
(b) internalforcedeformation(trusselement)
(c)stressstrainrelation(material)
deflection elongation strain0 0 0
1E
11k ki
NiP
ei
Forcedisplacementrelations
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DisplacementResponse
Deflections
Rotations
AB
P
30011
22
N1 3 P
N2 2P
e1
e2
Equilibrium:
e1 N
1k1
e2 N
2k2
Forcedisplacementrelation:A
C
B
B, hor
B, verB
Compatibility:
Kinematically AdmissibleDISPLACEMENTRESPONSE