A Simplified Inverse Analysis Procedure for the Stress-Crack Opening Relationship of Fiber-Reinforced Concrete
Author:
Affiliation:
1. Center of Exact Sciences and Technologies, Federal University of Western Bahia, Barreiras 47810-047, BA, Brazil
2. Postgraduate Program in Structures and Civil Construction, University of Brasilia, Brasilia 70910-900, DF, Brazil
Abstract
Publisher
MDPI AG
Subject
Building and Construction,Civil and Structural Engineering,Architecture
Link
https://www.mdpi.com/2075-5309/13/5/1166/pdf
Reference50 articles.
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2. Almeida, L.C.D. (2006). Identificação de Parâmetros Estruturais com Emprego de Análise Inversa. [Ph.D. Thesis, Universidade Estadual de Campinas].
3. Rauecker, J.C.N., Pereira Junior, W.M., Pituba, J.J.C., and Araújo, D.L. (2019). Uma abordagem experimental e numérica para determinação de curvas de compressão para concreto simples e reforçados com fibras de aço. Rev. Mater., 24.
4. Oliveira, F.L. (2010). Design-Oriented Constitutive Model for Steel Fiber Reinforced Concrete. [Ph.D. Thesis, Universitat Politècnica de Catalunya].
5. Backcalculation of residual tensile strength of regular and high performance fiber reinforced concrete from flexural tests;Mobasher;Construct. Build. Mater.,2014
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