Structural Assessment of Corroded Reinforced Concrete Beams: Modeling Guidelines
Author:
Affiliation:
1. Assistant Professor, Politecnico di Milano, Dept. of Structural Engineering, P.za L. da Vinci 32, 20133 Milano, Italy.
2. Full Professor, Politecnico di Milano, Dept. of Structural Engineering, P.za L. da Vinci 32, 20133 Milano, Italy.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282004%29130%3A8%281214%29
Reference44 articles.
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2. Bond behavior of corroded reinforcement bars.;Auyeung Y.;ACI Mat. J.,2000
3. American Concrete Institute (ACI). (1995). “Building code requirements for structural concrete.” ACI 318M-95 Farmington Hills Mich. 371.
4. Concrete Constitutive Model for NLEE Analysis of Structures
5. Bond slip effects on reinforced concrete elements under earthquake loading.;Berra M.;Eur. Earthquake Eng.,1994
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