Behavior of I-section steel beam welding reinforced while under load-Reference-Cited by-同舟云学术

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Behavior of I-section steel beam welding reinforced while under load

Published:2015-03 Issue: Volume:106 Page:278-288
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Wang Yuan-qing,Zong Liang,Zhu Rui-xiang,Liu Xi-yue,Shi Yong-jiu

Funder

Funding for Revision of the Chinese National Code ‘Technical specification for strengthening steel structures’

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference25 articles.

1. Review of research on the technology of strengthening steel structural members while under load;Zhu,2012

2. On the elasto-plastic behavior of continuous steel beams reinforced by bonded CFRP lamina;Bocciarelli;Eng Struct,2013

3. Analytical prediction of the linear and nonlinear behaviour of steel beams rehabilitated using FRP sheets;Youssef;Eng struct,2006

4. Fatigue behavior of notched steel beams reinforced with bonded CFRP plates: determination of prestressing level for crack arrest;Ghafoori;Eng Struct,2012

5. Bending reinforcement of timber beams with composite carbon fiber and basalt fiber materials;de la Rosa García;Composites Part B: Engineering,2013

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1. Behaviour of steel I-beams reinforced with welded cover plates in the negative bending moment region;Journal of Constructional Steel Research;2024-10

2. Behavior of reinforced CHS T-joints by welding collar plates under load;Thin-Walled Structures;2024-10

3. Experimental and Numerical Study of Steel–Concrete Composite Beams Strengthened under Load;Materials;2024-09-13

4. Fully bonded iron-based shape memory alloy for retrofitting large-scale bridge girders: Thermal and mechanical behavior;Structures;2024-07

5. Mechanical behavior of the extended end-plate connections of a portal frame with various retrofitted constructions under loading;Structures;2024-05

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