Bond-slip relationship of rebar in lightweight aggregate concrete-Reference-Cited by-同舟云学术

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Bond-slip relationship of rebar in lightweight aggregate concrete

Published:2022-11 Issue: Volume:45 Page:2198-2209
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Yang Xue,Wu Tao,Liu Xi,Liu Yang

Funder

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Natural Science Foundation of Shaanxi Province

Publisher

Elsevier BV

Subject

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

Reference34 articles.

1. Local bond performance of rebar embedded in steel-polypropylene hybrid fiber reinforced concrete under monotonic and cyclic loading;Huang;Constr Build Mater,2016

2. Multi-scale investigation of microstructure, fiber pullout behavior, and mechanical properties of ultra-high performance concrete with nano-CaCO3 particles;Wu;Cem Concr Compos,2018

3. 408. Bond and development of straight reinforcing bars in tension (ACI 408R–03);ACI Committee,2003

4. State-of-the-Art Report on Bond of Reinforcement in Concrete;CEB-FIP,2000

5. Bond stress-slip relationship of oil palm shell lightweight concrete;Mo;Eng Struct,2016

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1. Experimental study on the interfacial shear behavior of LWCC-NC under freeze–thaw cycles;Engineering Failure Analysis;2024-10

2. Theoretical and numerical study on the bond behavior between reinforcing steel and concrete;Journal of Building Engineering;2024-08

3. Dynamic damage and fracture mechanism of curved ripper cutting reinforced concrete composites: Numerical simulation combined with engineering practice;Tunnelling and Underground Space Technology;2024-07

4. Bond-slip behavior of deformed rebar in grouted duct connection: Experiment, theoretical analysis and cohesive-zone element model;Construction and Building Materials;2024-03

5. Applying Microbial-Induced Calcium Carbonate Precipitation Technology to Improve the Bond Strength of Lightweight Aggregate Concrete after High-Temperature Damage;Applied Sciences;2024-02-08

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