Splitting tension tests to determine concrete fracture parameters by peak-load method

被引:55
|
作者
Yang, S
Tang, TX
Zollinger, DG
Gurjar, A
机构
[1] TEXAS TRANSPORTAT INST, COLLEGE STN, TX 77843 USA
[2] TEXAS A&M UNIV, COLLEGE STN, TX USA
来源
ADVANCED CEMENT BASED MATERIALS | 1997年 / 5卷 / 01期
关键词
beam bending; concrete; eccentric compression; fracture mechanics; peak load; splitting tension; statistics; strength; test method; two-parameter fracture model;
D O I
10.1016/S1065-7355(97)90011-0
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An experimental program confirms that the peak-fond method can be successfully applied to splitting tension tests to determine fracture parameters K-Ic(S) and CTODc of the two-parameter fracture model from the measured peak loads. The peak-load method requires distinct specimens. If is found that a hole drilled at the axis of splitting tension cylinder can largely expand the specimen distinction. Combination of tests on splitting tension cylinders with and without a hole raises the reliability of the K-Ic(S) and CTODc values determined by the peak-fond method. (C) 1997 Elsevier Science Ltd.
引用
收藏
页码:18 / 28
页数:11
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