Publication: Effect of beam joinery on bridge structural stability
Issued Date
2019-12-01
Resource Type
ISSN
16871847
16871839
16871839
Other identifier(s)
2-s2.0-85067256098
Rights
Mahidol University
Rights Holder(s)
SCOPUS
Bibliographic Citation
Advances in Difference Equations. Vol.2019, No.1 (2019)
Suggested Citation
Doungporn Wiwatanapataphee, Nathnarong Khajohnsaksumeth, Yong Hong Wu Effect of beam joinery on bridge structural stability. Advances in Difference Equations. Vol.2019, No.1 (2019). doi:10.1186/s13662-019-2158-5 Retrieved from: https://repository.li.mahidol.ac.th/handle/20.500.14594/51209
Research Projects
Organizational Units
Authors
Journal Issue
Thesis
Title
Effect of beam joinery on bridge structural stability
Other Contributor(s)
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.