Performance of the bond between recycled concrete and steel bars subject to transverse stirrup constraints after exposure to high temperatures-Reference-Cited by-同舟云学术

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Performance of the bond between recycled concrete and steel bars subject to transverse stirrup constraints after exposure to high temperatures

Published:2024-12 Issue: Volume:21 Page:e03566
ISSN:2214-5095
Container-title:Case Studies in Construction Materials
language:en
Short-container-title:Case Studies in Construction Materials

Author:

Tang Zhiyu,Li Zuohua,Deng Nianchun

Funder

Middle-aged and Young Teachers' Basic Ability Promotion Project of Guangxi

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference41 articles.

1. Influence of recycled concrete aggregates on strength properties of concrete;Tabsh;Constr. Build. Mater.,2009

2. Recycled concrete as aggregate for structural concrete production;Mirjana;Sustainability,2010

3. Flexural rigidity and ductility of RC beams reinforced with steel and recycled plastic fibers;Mansour;Steel Compos. Struct., Int. J.,2021

4. Buckling performance of pultruded glass fiber reinforced polymer profiles infilled with waste steel fiber reinforced concrete under axial compression;Madenci;Steel Compos. Struct., Int. J.,2022

5. Shear behavior of RC pile cap beams strengthened using ultra-high performance concrete reinforced with steel mesh fabric;Fayed;Case Stud. Constr. Mater.,2022

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