Analytical Nonlinear Rollover Behavior of Cambered Precast Concrete Beams on Flexible Supports

Author:

Krahl Pablo Augusto1ORCID,Oliveira Marina Fernandes Alvarenga2,Siqueira Gustavo Henrique3,de Lima Maria Cristina Vidigal4ORCID

Affiliation:

1. Postdoctoral Researcher, Faculty of Civil Engineering, Architecture and Urbanism, Univ. of Campinas, CEP 13083-852 Campinas, SP, Brazil (corresponding author). ORCID: .

2. M.S. Candidate, Faculty of Civil Engineering, Federal Univ. of Uberlandia, Av. Joao Naves de Avila, 2121 Bloco 1Y, Uberlandia, MG 38400-902, Brazil.

3. Professor, Faculty of Civil Engineering, Architecture and Urbanism, Univ. of Campinas, CEP 13083-852 Campinas, SP, Brazil.

4. Professor, Faculty of Civil Engineering, Federal Univ. of Uberlandia, Av. Joao Naves de Avila, 2121 Bloco 1Y, Uberlandia, MG 38400-902, Brazil. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference29 articles.

1. Collapse of a precast concrete beam for a light roof. Importance of elastomeric bearing pads in the element’s stability

2. Lateral instability of long-span prestressed concrete beams on flexible bearings;Burgoyne C. J.;Struct. Eng.,2001

3. Lifting Analysis of Precast Prestressed Concrete Beams

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