Simulating Tensile and Compressive Failure Process of Concrete with a User-defined Bonded-Particle Model
Abstract A user-defined bonded-particle model (UBM) which is based on the modified parallel bond was established in this paper to investigate the tensile and compressive failure mechanism of concrete on the three-dimensional (3D) level. The contact constitutive relation and the failure criterion of...
Main Authors: | Jinhui Ren, Zhenghong Tian, Jingwu Bu |
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Format: | Article |
Language: | English |
Published: |
SpringerOpen
2018-09-01
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Series: | International Journal of Concrete Structures and Materials |
Subjects: | |
Online Access: | http://link.springer.com/article/10.1186/s40069-018-0292-1 |
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