Quantification of crack prediction models in reinforced concrete under flexural loading
Author:
Affiliation:
1. University of KwaZulu‐Natal, Durban, South Africa, Civil Engineering Programme, School of Engineering, Howard College Campus University of KwaZulu‐Natal Durban South Africa
2. University of Stellenbosch Stellenbosch South Africa
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.201900036
Reference31 articles.
1. Optimization — the basis of code-making and reliability verification
2. Models for flexural cracking in concrete: the state of the art
3. A review of literature and code formulations in reinforced concrete members;Lapi M;Struct Concr,2018
4. RetiefJV. Contributions to the implementation of the principles of reliability to the standardised basis of structural design [Dr of Eng thesis] Stellenbosch University South Africa. Supervisor GAP van Zijl Co‐supervisor C Viljoen;2015.
5. McLeodCH. Investigation into cracking in reinforced concrete water‐retaining structures [MSc Eng Thesis]. Stellenbosch University South Africa. Supervisors Profs JA Wium & JV Retief;2013.
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1. Applicability of Existing Crack Controlling Criteria for Structures with Large Concrete Cover Thickness;Nordic Concrete Research;2021-06-01
2. Experimental and theoretical behavior of crack spacing of specimens subjected to axial tension and bending;Structural Concrete;2020-10-05
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