Hydrostatic Pressure Load in Pipes Modeled Using Beam Finite Elements: Theoretical Discussions and Applications-Reference-Cited by-同舟云学术

Hydrostatic Pressure Load in Pipes Modeled Using Beam Finite Elements: Theoretical Discussions and Applications

Published:2017-04 Issue:4 Volume:143 Page:04017003
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Neto Alfredo Gay¹,Mattos Pimenta Paulo de²,Martins Clóvis de Arruda³

Affiliation:

1. Assistant Professor, Dept. of Structural and Geotechnical Engineering, Polytechnic School at Univ. of São Paulo, 05508-070 São Paulo, Brazil (corresponding author).

2. Full Professor, Dept. of Structural and Geotechnical Engineering, Polytechnic School at Univ. of São Paulo, 05508-070 São Paulo, Brazil.

3. Associate Professor, Dept. of Mechanical Engineering, Polytechnic School at Univ. of São Paulo, 05508-030 São Paulo, Brazil.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001189

Reference27 articles.

1. ANSYS version 16.0 [Computer software]. ANSYS Canonsburg PA.

2. Review of riser analysis techniques

3. Dvorkin E. N. and Toscano R. G. (2001). “Effects of internal/external pressure on the global buckling of pipelines.” First MIT Conf. on Computational Fluid and Solid Mechanics Elsevier New York.

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