A new empirical model for residual flexural capacity of corroded post-tensioned prestressed concrete beams-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

A new empirical model for residual flexural capacity of corroded post-tensioned prestressed concrete beams

Published:2021-12 Issue: Volume:34 Page:4308-4321
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Lu Zhao-Hui,Zhou Qi-Hao,Li Hai,Zhao Yan-Gang

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

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

Reference44 articles.

1. Probabilistic capacity models for corroding posttensioning strands calibrated using laboratory results;Gardoni;J Eng Mech,2009

2. Probabilistic models for the tensile strength of corroding strands in post-tensioned segmental concrete bridges;Pillai;J Mate Civil Eng,2010

3. Effect of stress corrosion cracking on stress–strain response of steel wires used in prestressed concrete beams;Vu;Corros Sci,2009

4. Response of post-tensioned concrete beams with unbonded tendons including serviceability and ultimate state;Vu;Eng Struct,2010

5. Collapse analysis of a segmented post-tensioned concrete bridge;Woodward;Transpor Res Rec,1989

Cited by 15 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. Effect of grouting quality on flexural behavior of corroded post-tensioned concrete T-beams;Case Studies in Construction Materials;2024-09

2. Predictive Analysis of Corrosion Dynamics in Prestressed Concrete Exposed to Chloride Environments;Infrastructures;2024-08-10

3. Predicting Residual Flexural Strength of Corroded Prestressed Concrete Beams: Comparison of Chinese Code, Eurocode and ACI Standard;Buildings;2024-07-04

4. Experimental and theoretical study on flexural behavior of prestressed concrete beams strengthened by CFRP tendons with external unbonded retrofit system;Journal of Building Engineering;2024-07

5. Exploratory study on experimental and prediction based stress-strain behaviour of corroded prestressing steel strands;Structure and Infrastructure Engineering;2024-06-24

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