Correlations in the behaviour of fibre reinforced shotcrete beam and panel specimens

被引：32

作者：

E. S. Bernard

机构：

[1] University of Western Sydney,School of Engineering and Industrial Design

来源：

Materials and Structures | 2002年 / 35卷 / 3期

关键词：

Energy Absorption; Crack Width; Residual Strength; Panel Test; Beam Test;

D O I：

10.1007/BF02533584

中图分类号：

学科分类号：

摘要：

Satisfactory structural performance of Fibre Reinforced Shotcrete (FRS) in applications such as tunnel linings is dependent on an ability to support load after cracking. At present, both beam and panel specimens are used to measure the post-crack flexural capacity of this material. Although these tests have been widely used to develop improved fibres and FRS mix designs, the relationship between performance data produced in beam and panel tests is unclear. This investigation was therefore undertaken to examine possible correlations in behaviour between beam and panel specimens and determine which was the most appropriate type of test for a given FRS application.

引用

页码：156 / 164

页数：8