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ANIL LABORATORY
Department of Civil and Environmental EngineeringTokyo Institute of Technology
Structural Engineering Mechanics of Materials
Anil C. WijeyewickremaURL: http://www.cv.titech.ac.jp/~anil-lab/
E-mail: [email protected]
Laboratory Introduction
Anil C. Wijeyewickrema
Lab members
2
Research Introduction
• Nonlinear Dynamic Behavior of RC Columns due to Impact Loads
• Seismic Pounding Analysis of Buildings• Effects of Tsunami Loads on Structures• Analysis of Post-tensioned Masonry Structures
Structural Engineering
• Wave Propagation in Pre-stressed Elastic Media• Mechanics of Composite Materials• Elastodynamics
Mechanics of Materials
3
Nonlinear Dynamic Behavior of RC columns due to Impact Loads
4
Fig. 1 Finite element models: (a, b) Shipping container and (b) RC columns.
Fig. 3 Impact on square columns : (a) stress distribution, (b) damage at peak force and (c) damage at residual stage.
(c)(a) Exterior View (b) Interior View
Fig. 2 Impact Analysis carried out using LS-DYNA
Finite Element Analysis
Concrete structures: analysis and design
Basics of impact mechanics
Basics of structural dynamics
Numerical modeling and simulation
Seismic Pounding Analysis of Buildings
Fig. 1 Building pounding simulation.
Fig. 2 Horizontal displacement time history at a typical impact level.
Fig. 3 Maximum impact force variation at each impact level for different earthquakes.
Earthquake Engineering
Finite Element Method
Nonlinear Dynamic Analysis of Structures
Mechanics of Reinforced Concrete
Contact-Impact Mechanics
Finite element analysis of post-tensioned masonry walls
6
Structural analysis Finite-element methodDesign and simulation of
post-tensioned masonryReinforced masonryVerification of masonry
codes
Fig. 1 Details of finite-element model.
Fig. 3 Verification of current codes.
Anchored
Stressed
Fig. 2 Effects of horizontal reinforcement.
Vertical splitting
Without rebar With rebar (ρ=0.1%)
Vertical splitting
1.5 (ASCE-7)
Wave Propagation in Pre-Stressed Elastic Media
7
3x
2h
Direction of wave propagation
θ 1x
2x
O
, , ( , 1, 2,3)ij ij i jα γ ρ =
Fig. 1 Pre-stressed compressible elastic plate.
11x2x
3x
1
Fig. 2 Pre-stressed equilibrium configuration of a symmetric layered composite.
(a) (b)
Fig. 3 Dispersion curves for Blatz-Ko material at an angle of propagation θ =15°, (a) Symmetric, (b) Anti-symmetric motions.
Continuum Mechanics
Basics of Vectors and Tensors
Wave motionTheory of ElasticityComposite
materialsNon-linear Elasticity