Non-linear Analysis of the Bond Strength Behavior on the Steel-Concrete Interface by Numerical Models and Pull-Out Tests-Reference-Cited by-同舟云学术

Non-linear Analysis of the Bond Strength Behavior on the Steel-Concrete Interface by Numerical Models and Pull-Out Tests

Published:2005-04-18 Issue: Volume: Page:
ISSN:
Container-title:Structures Congress 2005
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Author:

De Nardin S.¹²²³⁴,Almeida Filho F. M.¹²²³⁴,Oliveira Filho J.¹²²³⁴,Haach V. G.¹²²³⁴,El Debs A. L. H. C.¹²²³⁴

Affiliation:

1. Researcher, Department of Structural Engineering, São Carlos Engineering School, University of São Paulo, Av. Trabalhador Sãocarlense, 400, CEP 13566-590 Sao Carlos, SP - BRAZIL

2. Student, Department of Structural Engineering, São Carlos Engineering School, University of São Paulo, Av. Trabalhador Sãocarlense, 400, CEP 13566-590 Sao Carlos, SP - BRAZIL

3. MsC. Student, Department of Structural Engineering, São Carlos Engineering School, University of São Paulo, Av. Trabalhador Sãocarlense, 400, CEP 13566-590 Sao Carlos, SP - BRAZIL

4. Professor and coordinator, Department of Structural Engineering, São Carlos Engineering School, University of São Paulo, Av. Trabalhador Sãocarlense, 400, CEP 13566-590 Sao Carlos, SP - BRAZIL

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/40753%28171%29107

Reference11 articles.

1. Abaqus 2003. Standard User's Manual versão 6.3. Hibbitt Karlsson & Sorensen Inc.

2. Abaqus 2003. Theory Manual versão 6.3. Hibbitt Karlsson & Sorensen Inc.

3. Almeida Filho F. M.; De Nardin S.; El Debs A. L. H. C. (2004) "Interface açoconcreto: análise dos parâmetros do contato e sua influência na simulação via MEF". In: XXV CILAMCE: Iberian Latin American Congress on Computational Methods Proceedings (CD) Recife-PE Brasil 2004. (in portuguese)

4. Bangash M. Y. H. (1989). "Concrete and concrete structures: numerical modeling and applications". Barking: Elsevier science publishers Ltd. 687 p. ISBN: 1-85166-294-4.

5. Fernandes R. M. (2000). "A influência das ações repetidas na aderência açoconcreto". Dissertação de Mestrado Escola de Engenharia de São Carlos Universidade de São Paulo 155 p. (in portuguese)

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