Fibre reinforced concrete in flexure and single fibre pull-out test: a correlation

[摘要] The aim of the present work is to assess whether a single fibre pull-out test can be related to the behaviour of multiple fibres in fibre reinforced concrete under bending condition. A simple model based on the stress block theory is described and compared with experimental results on three point bending tests with aligned fibres.

[发布机构] University of Western Australia, 35 Stirling Highway, Crawley; WA; 6009, Australia^1

[关键词] Block theory;Fibre reinforced concrete;Pull-out test;Simple modeling;Three-point bending test