Rebar Anchorage Slip Macromodel Considering Bond Stress Distribution: Monotonic Loading and Model Application-Reference-Cited by-同舟云学术

Rebar Anchorage Slip Macromodel Considering Bond Stress Distribution: Monotonic Loading and Model Application

Published:2018-08 Issue:8 Volume:144 Page:04018097
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Pan Wen-Hao¹,Tao Mu-Xuan²,Nie Xin³,Fan Jian-Sheng⁴

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

2. Associate Professor, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

3. Assistant Professor, Beijing Engineering Research Center of Steel and Concrete Composite Structures, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author).

4. Professor, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, 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.0002096

Reference28 articles.

1. Reinforcement Anchorage Slip under Monotonic Loading

2. Random Vibration of Degrading, Pinching Systems

3. Behavior of reinforced concrete columns under variable axial loads: Analysis;Esmaeily A.;ACI Struct. J.,2005

4. Hysteretic models that incorporate strength and stiffness deterioration

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