A Study of the Relationship between the Stress State and Failure Mode of Concrete Specimens

An investigation of concrete specimen’s strength and its changing mechanism based on numerical simulation of the failure process of axis-stressed concrete specimens with different aspect ratios was described. The state of internal stress and growth of crack of axis-stressed concrete specimens, as we...

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Bibliographic Details
Main Authors: Xinyu Liang, Faning Dang
Format: Article
Language:English
Published: Wiley 2018-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2018/8657846