Fracture Mechanics–Based Fatigue Life Prediction Method for RC Slabs in Punching Shear Failure Mode-Reference-Cited by-同舟云学术

Fracture Mechanics–Based Fatigue Life Prediction Method for RC Slabs in Punching Shear Failure Mode

Published:2020-01 Issue:1 Volume:146 Page:04019186
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Deng Pengru¹^ORCID,Matsumoto Takashi²

Affiliation:

1. Assistant Professor, Faculty of Engineering, Hokkaido Univ., Hokkaido 060-8628, Japan (corresponding author). ORCID: .

2. Professor, Faculty of Engineering, Hokkaido Univ., Hokkaido 060-8628, Japan.

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.0002504

Reference36 articles.

1. Study on punching shear load-carrying capacity of RC slab;Abe T.;J. Coll. Ind. Tech. Nihon Univ.,2005

2. Balázs G. and R. Koch. 1992. “Influence of load history on bond behavior.” [In German.] In Proc. Int. Conf. on Bond in Concrete: From Research to Practice 7.1–10. Riga Latvia: Euro-International Concrete Committee Riga Technical Univ.

3. Constitutive laws of concrete in tension and reinforcing bars stiffened by concrete;Belarbi A.;ACI Struct. J.,1994

4. Modified steel bar model incorporating bond-slip effects for embedded element method

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