Experimental and numerical analysis of strain gradient in tensile concrete prisms reinforced with multiple bars-Reference-Cited by-同舟云学术

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Experimental and numerical analysis of strain gradient in tensile concrete prisms reinforced with multiple bars

Published:2018-10 Issue: Volume:187 Page:572-583
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Gribniak Viktor^ORCID,Jakubovskis Ronaldas,Rimkus Arvydas,Ng Pui-Lam,Hui David

Funder

Research Council of Lithuania

Publisher

Elsevier BV

Subject

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

Reference37 articles.

1. Study of composite behavior of reinforcement and concrete in tension;Forth;ACI Struct. J.,2014

2. Deformation analysis of RC ties: representative geometry;Gribniak;Struct. Concr.,2017

3. Flexural Crack Width at the Bars in Reinforced Concrete Beams;Husain,1968

4. Crack width variation within the concrete cover of reinforced concrete members;Borosnyói;Éptőanyag – J. Silicate Based Compos. Mater.,2010

5. Design for SLS according to fib Model Code 2010;Balázs;Struct. Concr.,2013

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4. Serviceability Limit States according to the new Eurocode 2 proposal: Description and justifications of the proposed changes;Hormigón y Acero;2023-01-26

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