FIBER COMPOSITE BAR FOR REINFORCED-CONCRETE CONSTRUCTION

被引：37

作者：

SAADATMANESH, H

EHSANI, MR

机构：

[1] Department of Civil Engineering and Engineering Mechanics, University of Arizona Tucson

来源：

JOURNAL OF COMPOSITE MATERIALS | 1991年 / 25卷 / 02期

关键词：

D O I：

10.1177/002199839102500204

中图分类号：

TB33 [复合材料];

学科分类号：

摘要：

Behavior of concrete beams reinforced with Glass-Fiber-Reinforced-Plastic (GFRP) bars was experimentally investigated. Two types of reinforcements were considered; longitudinal or flexural reinforcement and transverse or shear reinforcement. For each of the two types of reinforcements, three concrete beams were tested to failure. The behavior of each beam was chracterized by its load-deflection response to failure. The study was mainly focused on experimentally determining the feasibility of GFRP bars as reinforcement for concrete structures. The results indicated that the plastic bars performed reasonably well in the beams tested.

引用

页码：188 / 203

页数：16