INFLUENCE OF BOUNDARY-CONDITIONS ON STRAIN-SOFTENING IN CONCRETE COMPRESSION TEST

被引:43
|
作者
TORRENTI, JM
BENAIJA, EH
BOULAY, C
机构
[1] section des Betons, Paris cedex 15, 75732
[2] Ecole Nationale des Ponts et Chaussees, section des Betons, Paris cedex 15, 75732
来源
JOURNAL OF ENGINEERING MECHANICS-ASCE | 1993年 / 119卷 / 12期
关键词
D O I
10.1061/(ASCE)0733-9399(1993)119:12(2369)
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
How do boundary conditions influence strain localization in concrete loaded in compression? To answer this question, compressive tests were performed on prismatic specimens of mortar. The blocking or nonblocking of rotation of the top platen of the press and the use or absence of an antifriction system have led us to consider four different boundary conditions. The onset of strain localization and its development in the course of loading are determined by the stereophotogrammetric method. The results obtained show that rotation (when it is free) always starts after the peak load. The postpeak portion of the load-displacement curve depends to a very large extent on the boundary conditions: the use of an antifriction system increases the mean slope of this part. But, on the other hand, the onset of strain localization occurs at the peak, whatever the boundary conditions.
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页码:2369 / 2384
页数:16
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