Mixed Mode I-II Fracture Path and Initiation Angle of Concrete at Mesoscale Level

This paper presents the mesolevel numerical simulation and experimental verification of mixed mode I-II fracture for the four-point shearing beam with a single-side notch based on the concrete damaged plasticity (CDP) method and the Monte Carlo simulation (MCS) random aggregate method. And it discus...

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Bibliographic Details
Main Authors: Guodong Li, Zhengyi Ren, Zhiyuan Wang, Jiangjiang Yu, Zhimeng Zhao
Format: Article
Language:English
Published: Wiley 2019-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2019/4236521
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