Prediction on the flexural deflection of ultra-high strength rebar reinforced ECC beams at service loads-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Prediction on the flexural deflection of ultra-high strength rebar reinforced ECC beams at service loads

Published:2021-10 Issue: Volume:33 Page:246-258
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Liao Qiao,Li Lingzhi,Li Bixiong,Yu Jiangtao

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference43 articles.

1. Crack opening behavior of concrete reinforced with high strength reinforcing steel;Soltani;Int J Concr Struct Mater,2013

2. Gergely P, Lutz LA. Maximum crackwidth in reinforced concrete members. ACI SP-20, Detroit; 1968.

3. Experimental investigation on flexural behavior of RC beams with grade HRB500;Huang;Ind Constr,2011

4. Flexural behaviour analysis of HRB500 reinforced concrete beams;Jiang;J Zhejiang Univ (Eng Sc),2013

5. Concrete beams reinforced with high-strength steel subjected to displacement reversals;Tavallaii;ACI Struct J,2014

Cited by 12 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. Flexural behavior and serviceability of steel fiber-reinforced lightweight aggregate concrete beams reinforced with high-strength steel bars;Construction and Building Materials;2024-07

2. Tension-shear characteristics, cost and environmental impact of polyethylene fiber reinforced engineered cementitious composites: The role of fiber content;Construction and Building Materials;2024-05

3. Torsional strength design method and cost analysis of FRP bars reinforced ECC beams without stirrups;Journal of Reinforced Plastics and Composites;2024-04-01

4. Flexural and cracking performance of ultra-high performance concrete beams with high-strength steel reinforcements;European Journal of Environmental and Civil Engineering;2024-03-03

5. Reliability-based design method for shear capacity of steel reinforced engineered cementitious composites (ECC) beams;Case Studies in Construction Materials;2023-12

同舟云学术

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