Partial Interaction Model of Flexural Behavior of PVA Fiber-Reinforced Concrete Beams with GFRP Bars

被引：28

作者：

Xie, T. ^{[1
]}

Ali, M. S. Mohamed ^{[1
]}

Visintin, P. ^{[1
]}

Oehlers, D. J. ^{[1
]}

Sheikh, A. H. ^{[1
]}

机构：

[1] Univ Adelaide, Sch Civil Environm & Min Engn, Adelaide, SA 5005, Australia

来源：

JOURNAL OF COMPOSITES FOR CONSTRUCTION | 2018年 / 22卷 / 05期

关键词：

Polyvinyl alcohol (PVA) fibers; Glass fiber-reinforced polymer (GFRP) bars; Partial interaction (PI) analysis; Flexural behavior; Fiber-reinforced concrete (FRC); BOND-SLIP; RC BEAMS; HIGH-STRENGTH; FRP; DEFLECTION; PULLOUT; SIMULATION; CORROSION;

D O I：

10.1061/(ASCE)CC.1943-5614.0000878

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper describes experimental and analytical investigations on a highly durable composite structural system comprising polyvinyl alcohol (PVA) fiber-reinforced concrete (PVA-FRC) reinforced with glass fiber-reinforced polymer (GFRP) bars. To aid in the development of a design guideline for this novel composite beam system, a generic analytical approach that is equally applicable to both conventional concrete and FRC beams reinforced with steel or FRP rebar is applied. Predicted load-deflection and load-crack width responses are compared to the experimental results, showing very good correlation for the flexural behavior of PVA fiber-reinforced concrete members.

引用

页数：11

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