Detailed crack‐based assessment of a 4‐m deep beam test specimen-Reference-Cited by-同舟云学术

Detailed crack‐based assessment of a 4‐m deep beam test specimen

Published:2022-09-08 Issue:1 Volume:24 Page:756-770
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Trandafir Alexandru N.¹^ORCID,Proestos Giorgio T.²^ORCID,Mihaylov Boyan I.¹^ORCID

Affiliation:

1. Department of ArGEnCo University of Liège Liège Belgium

2. Department of Civil, Construction, and Environmental Engineering North Carolina State University Raleigh North Carolina USA

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.202200149

Reference34 articles.

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3. LarsonN GomezEF GarberD BayrakO GhannoumWM.Strength and serviceability design of reinforced concrete inverted‐T beams. Report No. FHWA/TX‐13/0‐6416‐1 The University of Texas at Austin;2013.

4. Size effect in shear failure of longitudinal reinforced beams;Bažant ZP;ACI J,1984

5. Behavior of large deep beams subjected to monotonic and reversed cyclic shear;Mihaylov BI;ACI Struct J,2010

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