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Lattice Discrete Particle Model (LDPM) for Failure Behavior of Concrete. 2. Calibration and Validation (PREPRINT)
The Lattice Discrete Particle Model (LDPM) formulated in the preceding Part I of this study is calibrated and validated in the present Part II. Calibration and validation is performed by comparing the results of numerical simulations with experimental data gathered from the literature. Simulated experiments include uniaxial and multiaxial compression, tensile fracture, shear strength, and cycling compression tests.
Lattice Discrete Particle Model (LDPM) for Failure Behavior of Concrete. 2. Calibration and Validation (PREPRINT)
The Lattice Discrete Particle Model (LDPM) formulated in the preceding Part I of this study is calibrated and validated in the present Part II. Calibration and validation is performed by comparing the results of numerical simulations with experimental data gathered from the literature. Simulated experiments include uniaxial and multiaxial compression, tensile fracture, shear strength, and cycling compression tests.
Lattice Discrete Particle Model (LDPM) for Failure Behavior of Concrete. 2. Calibration and Validation (PREPRINT)
G. Cusatis (Autor:in) / A. Mencarelli (Autor:in) / D. Pelessone (Autor:in) / J. Baylot (Autor:in)
2010
42 pages
Report
Keine Angabe
Englisch
Ceramics, Refractories, & Glass , Civil Engineering , Laboratory & Test Facility Design & Operation , Lattice dynamics , Concrete , Failure(Mechanics) , Validation , Tensile properties , Numerical analysis , Fracture(Mechanics) , Particles , Discrete distribution , Calibration , Numerical methods and procedures , Biaxial stresses , Cyclic tests , Shear strength , Mathematical models , Triaxial stresses , Test and evaluation , Compression , Ldpm(Lattice discrete particle models) , Lvdt(Linear variable differential transformers)
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