Fatigue Deformation Model of Plain and Fiber-Reinforced Concrete Based on Weibull Function-Reference-Cited by-同舟云学术

Fatigue Deformation Model of Plain and Fiber-Reinforced Concrete Based on Weibull Function

Published:2019-01 Issue:1 Volume:145 Page:04018234
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Huang Bo-Tao¹,Li Qing-Hua²,Xu Shi-Lang³

Affiliation:

1. Ph.D. Candidate, Institute of Advanced Engineering Structures and Materials, Zhejiang Univ., Hangzhou 310058, China.

2. Professor, Institute of Advanced Engineering Structures and Materials, Zhejiang Univ., Hangzhou 310058, China (corresponding author).

3. Professor and Director, Institute of Advanced Engineering Structures and Materials, Zhejiang Univ., Hangzhou 310058, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002237

Reference60 articles.

1. Damage Model for Monotonic and Fatigue Response of High Strength Concrete

2. On causes of excessive long-time deflections of prestressed concrete bridges: Creep under repeated live load;Bazant Z. P.;Inzenýrské Stavby,1968

3. Theory of cyclic creep of concrete based on Paris law for fatigue growth of subcritical microcracks

4. Improved prediction model for time-dependent deformations of concrete. Part 5: Cyclic load and cyclic humidity;Bazant Z. P.;Mater. Struct.,1992

5. Practical prediction of time-dependent deformations of concrete. Part VI: Cyclic creep, nonlinearity and statistical scatter;Bazant Z. P.;Mater. Struct.,1979

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