Numerical modelling of fibre-reinforced concrete fatigue in bending

被引：14

作者：

Cachim, PB

Figueiras, JA

Pereira, PAA

机构：

[1] Univ Aveiro, Dept Civil Engn, P-3810 Aveiro, Portugal

[2] Univ Porto, Fac Engn, P-4099 Oporto, Portugal

[3] Univ Minho, Dept Civil Engn, P-4800 Guimaraes, Portugal

来源：

INTERNATIONAL JOURNAL OF FATIGUE | 2002年 / 24卷 / 2-4期

关键词：

fatigue modelling; steel fibres; fibre-reinforced concrete; viscoplasticity; flexural fatigue;

D O I：

10.1016/S0142-1123(01)00093-7

中图分类号：

TH [机械、仪表工业];

学科分类号：

0802 ;

摘要：

A numerical model for the analysis of concrete under fatigue loading is presented. It is based on viscoplasticity theory, replacing time-dependent with cycle-dependent behaviour. The analysis is performed in a two-step procedure. Initially, loads are monotonically increased until they reach their maximum level of the cyclic process, which is done with a standard non-linear analysis. Then, with the loads fixed at the maximum level, the cycles are applied to the structure and a cycle-dependent analysis is executed. Some examples that illustrate the model behaviour are presented. (C) 2002 Elsevier Science Ltd. All rights reserved.

引用

页码：381 / 387

页数：7