A PRELIMINARY-STUDY OF THE FRACTURE OF CONCRETE BEAMS UNDER IMPACT LOADING, USING HIGH-SPEED PHOTOGRAPHY

被引：31

作者：

MINDESS, S

BENTUR, A

机构：

[1] Univ of British Columbia, Dep of, Civil Engineering, Vancouver, BC,, Can, Univ of British Columbia, Dep of Civil Engineering, Vancouver, BC, Can

来源：

关键词：

CRACK MONITORING - CRACK PATTERNS - IMPACT TESTING - STRESS RELAXATION;

D O I：

10.1016/0008-8846(85)90121-8

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

引用

页码：474 / 484

页数：11

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[2] PROPERTIES OF CONCRETE SUBJECTED TO IMPACT [J].

SUARIS, W ;

SHAH, SP .

JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1983, 109 (07) :1727-1741

[3]

SUARIS W, 1982, RILEM IABSE CEB IASS, P33

[4] MODEL FOR TENSILE FRACTURE OF CONCRETE AT HIGH-RATES OF LOADING [J].

ZIELINSKI, AJ .