Parametric study for structural performance of spliced hybrid deck beams with UHPC cast in place joints
Author:
Publisher
Elsevier BV
Reference47 articles.
1. Long-term performance of a continuous box-girder bridge constructed using precast segments with wet ultra-high-performance concrete ( UHPC) joints;Zhu;Case Stud Constr Mater,2022
2. Experimental study on bond performance of NC-UHPC interfaces with different roughness and substrate strength;Zhang;Mater (Basel),2023
3. Flexural behavior of reinforced concrete T-section beams strengthened by NSM FRP bars;Zhang;Eng Struct,2021
4. Behavior of high-performance mortar and concrete connections in precast concrete elements: Experimental investigation under static and cyclic loadings;Choi;Eng Struct,2015
5. Flexural behavior of an innovative dovetail ultra-high performance concrete joint using steel wire mesh interface treatment in composite bridges;Qi;Adv Struct Eng,2020
Cited by 1 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. Bending behaviour of reinforced concrete T-beams damaged by overheight vehicle impact strengthened with ultra-high performance concrete (UHPC);Case Studies in Construction Materials;2024-12
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