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Please use this identifier to cite or link to this item: http://repository.li.mahidol.ac.th/dspace/handle/123456789/51209
Title: Effect of beam joinery on bridge structural stability
Authors: Doungporn Wiwatanapataphee
Nathnarong Khajohnsaksumeth
Yong Hong Wu
Curtin University
Mahidol University
Commission on Higher Education
Keywords: Mathematics
Issue Date: 1-Dec-2019
Citation: Advances in Difference Equations. Vol.2019, No.1 (2019)
Abstract: © 2019, The Author(s). In this paper, we analyze the load deflection behavior of the superstructure elements of beam bridges under two different beam–beam connection designs. We present a mathematical model for beam–bridge structural analysis and apply the finite element method to solve the problem. We investigate the effects of beam–beam connection design on the response and behavior of the bridge system. We also present the effect of live-loads and dead-loads on structural deformation, stress, and internal strain energy. We perform computer modeling of the beam bridge using ANSYS 19.2.
URI: http://repository.li.mahidol.ac.th/dspace/handle/123456789/51209
metadata.dc.identifier.url: https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85067256098&origin=inward
ISSN: 16871847
16871839
Appears in Collections:Scopus 2019

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