A semi-analytical model to predict the pull-out behaviour of inclined hooked-end steel fibres
Author:
Publisher
Elsevier BV
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Reference50 articles.
1. Post-cracking behaviour of steel and macro-synthetic fibre-reinforced concretes;Buratti;Constr Build Mater,2011
2. Fracture properties of frc determined through inverse analysis of wedge splitting and three-point bending tests;Löfgren;J Adv Concr Technol,2005
3. Modelling of SFRC using inverse finite element analysis;Tlemat;Mater Struct,2006
4. Predicting the flexural postcracking performance of steel fiber reinforced concrete from the pullout of single fibres;Armelin;ACI Mater J,1997
5. Prediction of steel fibre reinforced concrete under flexure from an inferred fibre pull-out response;Prudencio;Mater Struct,2006
Cited by 84 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Performance of a multi-layer aligned steel fibre reinforced concrete beam: A preliminary investigation towards 3D printing;Case Studies in Construction Materials;2024-12
2. Tensile properties of steel fiber reinforced recycled concrete under bending and uniaxial tensile tests;Journal of Building Engineering;2024-11
3. Proposal for characterisation of direct shear strength of steel-fibre-reinforced concrete;Magazine of Concrete Research;2024-10-01
4. Upper and Lower Bounds to Pull-Out Loading of Inclined Hooked End Steel Fibres Embedded in Concrete;Fibers;2024-08-05
5. Effect of anchorages on C-FRCM/concrete interfacial shear performance;Construction and Building Materials;2024-06
1.学者识别学者识别
2.学术分析学术分析
3.人才评估人才评估
"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370
www.globalauthorid.com
TOP
Copyright © 2019-2024 北京同舟云网络信息技术有限公司 京公网安备11010802033243号 京ICP备18003416号-3