Experimental study on shear behavior of fire-damaged reinforced concrete T-beams retrofitted with prestressed steel straps-Reference-Cited by-同舟云学术

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Experimental study on shear behavior of fire-damaged reinforced concrete T-beams retrofitted with prestressed steel straps

Published:2019-06 Issue: Volume:209 Page:644-654
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Yang Yong,Feng Shiqiang,Xue Yicong,Yu Yunlong,Wang Hanying,Chen Yang

Funder

National Key Research and Development Program of China

China Scholarship Council

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference32 articles.

1. Study on Application and Method of Diagnosing Flaw in Concrete Structure After Fire Using Ultrasonic Wave;Chen,2009

2. Behavior of concrete structures in fire;Fletcher;J. Therm. Sci.,2007

3. Residual stress-strain relationship for concrete after exposure to high temperatures;Chang;Cem. Concr. Res.,2006

4. An approach for evaluating residual capacity of reinforced concrete beams exposed to fire;Kodur;Eng. Struct.,2016

5. Comparative fire behavior of composite girders under flexural and shear loading;Naser;Thin-Walled Structures,2017

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1. Evaluation of the shear capacity of RC beams in fire conditions;Engineering Structures;2024-10

2. Machine-learning-aided Shear-capacity Solution of RC Girders with Web Stirrups Based on the Modified Compression Field Theory;KSCE Journal of Civil Engineering;2024-08-14

3. Fire and post-fire performance of unbonded semi-precast prestressed reinforced concrete beams;Engineering Structures;2024-06

4. Experimental and analytical study on enhancing flexural strength of RC beams using post‐ tensioned heavy‐duty metal straps wrapped around anchored steel plates;Structural Concrete;2024-05-12

5. Reviewing The Effectiveness of Different Methods of Applying Post-Tensioned Metal Straps (PTMS) In Enhancing the Flexural Strength of Normal Concrete Beams After Strengthening;Emerging Technologies and Engineering Journal;2024-04-30

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