Behavior of fiber reinforced concrete members under sustained axial/flexural load
Author:
Affiliation:
1. School of Civil Engineering, The University of Sydney Sydney Australia
2. School of Civil and Environmental Engineering, The University of New South Wales Sydney Australia
3. Institute of Structural Engineering (IBK), ETH Zürich Switzerland
Publisher
Wiley
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.201900227
Reference40 articles.
1. Instantaneous Crack Width Calculation for Steel Fiber-Reinforced Concrete Flexural Members
2. Steel Fiber-Reinforced Concrete Beams—Part I: Material Characterization and In-Service Behavior
3. Instantaneous deflection calculation for steel fibre reinforced concrete one way members
4. Influence of steel, glass and polymer fibers on the cracking behavior of reinforced concrete beams under flexure
Cited by 8 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. Investigation of usability of recycled aggregate in SIFCON production;Journal of Sustainable Construction Materials and Technologies;2024-03-26
2. Time‐dependent elongation and cracking behavior of fiber reinforced concrete tension chords;Structural Concrete;2022-11-29
3. Time-dependent deformation and cracking behaviour of FRC beams;Engineering Structures;2022-10
4. Early age bond stress-slip behaviour of macro-synthetic fibre reinforced concrete;Construction and Building Materials;2021-09
5. Simplified time‐dependent crack width prediction for fiber reinforced concrete flexural members;Structural Concrete;2021-03-17
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