Tension-stiffening model for cracked flexural concrete members

Journal of Structural Engineering

Volumn 130, Issue 8, 2004, Pages 1242-1251

  Torres, Ll ^a   Lopez Almansa F ^b   Bozzo, L M ^a  

^a UNIVERSITY OF GIRONA   (Spain)

^b UNIVERSITAT POLITÈCNICA DE CATALUNYA   (Spain)

Author keywords

Concrete, prestressed; Concrete, reinforced; Constitutive models; Cracking; Numerical analysis; Rheology; Structural analysis; Structural design

Indexed keywords

ALGORITHMS; BENDING MOMENTS; COMPUTER SIMULATION; CONCRETES; CRACK INITIATION; LEAST SQUARES APPROXIMATIONS; MATHEMATICAL MODELS; NUMERICAL ANALYSIS; PRESTRESSED CONCRETE; REINFORCED CONCRETE; RHEOLOGY; STRESSES; STRUCTURAL ANALYSIS; STRUCTURAL DESIGN;

CONCRETE, PRESTRESSED; CONCRETE, REINFORCED; CONSTITUTIVE MODELS; SERVICEABILITY CONDITIONS;

STRUCTURAL MEMBERS;

EID: 13944266318     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2004)130:8(1242)     Document Type: Article

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