Bond-Slip Model of Corrosion-Resistant Rebar and Fiber-Reinforced Seawater Sea-Sand Concrete-Reference-Cited by-同舟云学术

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Bond-Slip Model of Corrosion-Resistant Rebar and Fiber-Reinforced Seawater Sea-Sand Concrete

Published:2023-10-20 Issue:1 Volume:52 Page:20230256
ISSN:0090-3973
Container-title:Journal of Testing and Evaluation
language:en
Short-container-title:J. Test. Eval.

Author:

Zheng Hao¹,Wang Wei²,Gao Chengqiang¹,Yuan Jian¹,Feng Jiang¹

Affiliation:

1. School of Combat Support, PLA Rocket Force University of Engineering, No. 2, Tongxin Rd., Hongqing St., Baqiao District, Xi’an 710025, China, https://orcid.org/0000-0001-6290-2083 (H.Z.)

2. School of Combat Support, PLA Rocket Force University of Engineering, No. 2, Tongxin Rd., Hongqing St., Baqiao District, Xi’an 710025, China (Corresponding author), e-mail: wangw_1979@163.com

Publisher

ASTM International

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference29 articles.

1. Critical Conditions and Life Prediction of Reinforcement Corrosion in Coral Aggregate Concrete;Niu;Construction and Building Materials,2020

2. Initial-Corrosion Condition Behavior of the Cr and Al Alloy Steel Bars in Coral Concrete for Marine Construction;Zhang;Cement and Concrete Composites,2021

3. Optimization of Ultra-High-Performance Concrete by the Use of a Packing Model;de Larrard;Cement and Concrete Research,1994

4. Influence of Polypropylene Fiber Geometry on Plastic Shrinkage Cracking in Concrete;Banthia;Cement and Concrete Research,2006

5. The Relation between Fiber Orientation and Tensile Behavior in an Ultra High Performance Fiber Reinforced Cementitious Composites (UHPFRCC);Kang;Cement and Concrete Research,2011

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