Numerical analysis of high and low‐cycle flexural fatigue for reinforced concrete beams under full‐range of varying amplitudes-Reference-Cited by-同舟云学术

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Numerical analysis of high and low‐cycle flexural fatigue for reinforced concrete beams under full‐range of varying amplitudes

Published:2021-05-12 Issue:4 Volume:22 Page:2167-2183
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Huang Wenteng¹^ORCID,Gong Fuyuan¹^ORCID,Jin Weiliang¹^ORCID,Maekawa Koichi²^ORCID

Affiliation:

1. College of Civil Engineering and Architecture Zhejiang University Hangzhou China

2. Institute of Urban Innovation Yokohama National University Yokohama Japan

Funder

Japan Society for the Promotion of Science

National Natural Science Foundation of China

Publisher

Wiley

Subject

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

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202100074

Reference36 articles.

1. Cumulative fatigue damage and life prediction theories: a survey of the state of the art for homogeneous materials

2. Static and fatigue strength in shear of beams with tensile reinforcement;Chang TS;ACI J Proceed,1958

3. Fatigue behavior of reinforced concrete beam;Chang TS;ACI J Proceed,1959

4. FUNDAMENTAL STUDY ON SHEAR FAILURE OF REINFORCED CONCRETE BEAMS

5. SHEAR DESIGN OF REINFORCED CONCRETE BEAMS FOR STATIC AND MOVING LOADS

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