期刊
CEMENT & CONCRETE COMPOSITES
卷 33, 期 9, 页码 891-905出版社
ELSEVIER SCI LTD
DOI: 10.1016/j.cemconcomp.2011.02.010
关键词
Concrete; Fracture; Failure; Discrete models; Lattice models; Particle models; Calibration; Validation
资金
- US Army Engineer Research and Development Center
- NSF [0928448]
- DTRA [HDTRA1-09-1-0029]
- Directorate For Engineering
- Div Of Civil, Mechanical, & Manufact Inn [0928448, 1237920] Funding Source: National Science Foundation
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. (C) 2011 Elsevier Ltd. All rights reserved.
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