Experimental evaluation of punching shear capacity of reinforced concrete slabs with horizontal crack due to compression rebar corrosion-Reference-Cited by-同舟云学术

Experimental evaluation of punching shear capacity of reinforced concrete slabs with horizontal crack due to compression rebar corrosion

Published:2020-03-04 Issue:3 Volume:21 Page:890-904
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Ikehata Shinya¹^ORCID,Ishiguro Hirotaka²,Nakano Takato³,Nakamura Hikaru⁴

Affiliation:

1. Department of Civil EngineeringNagoya University Nagoya Japan

2. Kanto BranchKajima Corporation Tokyo Japan

3. Japan Railway Construction, Transport and Technology Agency Yokohama Japan

4. Department of Civil EngineeringNagoya University Nagoya Japan

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.201900438

Reference21 articles.

1. Deterioration Rates of Concrete Bridge Decks

2. MatsuiS OkamuraH SonodaK OkadaK.Concepts for deterioration of highway bridge decks and fatigue studies. International Symposium on Fundamental Theory of Reinforced and Prestressed Concrete;1986;Nanjing China 831–838.

3. RC Bridge Decks Under Pulsating and Moving Load

4. Fatigue of existing reinforced concrete bridge deck slabs

5. Fatigue Tests Of Cracked Reinforced Concrete Slabs For Estimating The Service Life Of Composite Bridge Decks

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