Static and fatigue performance of reinforced concrete beam strengthened with strain-hardening fiber-reinforced cementitious composite

被引：67

作者：

Huang, Bo-Tao ^{[1
]}

Li, Qing-Hua ^{[1
]}

Xu, Shi-Lang ^{[1
]}

Zhang, Li ^{[2
]}

机构：

[1] Zhejiang Univ, Inst Adv Engn Struct & Mat, Hangzhou 310058, Zhejiang, Peoples R China

[2] North China Power Engn Co Ltd, Beijing 110120, Peoples R China

来源：

ENGINEERING STRUCTURES | 2019年 / 199卷

基金：

中国国家自然科学基金;

关键词：

Reinforced concrete; Engineered cementitious composite (ECC); Strain-hardening cementitious composite (SHCC); Fatigue; Fiber reinforcement; Composite beam; PERMANENT FORMWORK; MULTIPLE CRACKING; BEHAVIOR; TENSILE; FAILURE;

D O I：

10.1016/j.engstruct.2019.109576

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The static and fatigue performance of reinforced concrete beams strengthened by strain-hardening fiber-reinforced cementitious composite is investigated. Two series of strengthened beam specimens are prepared with different thicknesses of the enhancement layer (40 mm and 50 mm), and three fatigue stress levels (0.9, 0.8, and 0.7) are tested. The fatigue life, mid-span deflection, and crack mode of the tested specimens are analyzed. Emphasis is placed on the fatigue response of the strain-hardening fiber-reinforced cementitious composite layer and longitudinal reinforcements. A simplified method is proposed to model the fatigue performance of the composite beam. The mechanism of the fatigue enhancement of the strengthened beam compared to a conventional reinforced concrete beam is as follows: (1) the enhancement layer physically contributes by taking part of the stress in the tension zone, and (2) the enhancement layer can lower the strain localization and stress concentration of the longitudinal reinforcements. Several methods for further improvement in the fatigue performance of reinforced concrete beams are suggested.

引用

页数：14

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