Experimental Verification of Reinforced Concrete Member under Cyclic Loading

被引：7

作者：

Cavojcova, Alena ^{[1
]}

Moravcik, Martin ^{[1
]}

Bahleda, Frantisek ^{[1
]}

Jost, Jozef ^{[2
]}

机构：

[1] Univ Zilina, Fac Civil Engn, Dept Struct & Bridges, Univ 8215-1, Zilina 01026, Slovakia

[2] Res Ctr Univ Zilina, Univ 8215-1, Zilina 01026, Slovakia

来源：

XXIII R-S-P SEMINAR, THEORETICAL FOUNDATION OF CIVIL ENGINEERING (23RSP) (TFOCE 2014) | 2014年 / 91卷

关键词：

concrete structures; fatigue; cyclic loading; experimental study;

D O I：

10.1016/j.proeng.2014.12.057

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Fatigue failure is characterized by a fracture in a local area of a structure which is subjected to varying cyclic loading. This loading can be caused by traffic, wind, ocean waves or likewise. The fatigue life of a reinforced concrete structure depends as much on the stress levels as on the stress range and the number of loading cycles and their importance is related to which material that is considered. Concrete structures are verified for the fatigue resistance only if it is recommended by the European Standard STN EN 1992-1-1[1]. The purpose of this paper is to compare the damaged equivalent stress range methods for fatigue assessment available in above mentioned standard to the experimental verifications. (C) 2014 The Authors. Published by Elsevier Ltd.

引用

页码：262 / 267

页数：6