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Effect of beam joinery on bridge structural stability

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dc.contributor.authorDoungporn Wiwatanapatapheeen_US
dc.contributor.authorNathnarong Khajohnsaksumethen_US
dc.contributor.authorYong Hong Wuen_US
dc.contributor.otherCurtin Universityen_US
dc.contributor.otherMahidol Universityen_US
dc.contributor.otherCommission on Higher Educationen_US
dc.date.accessioned2020-01-27T09:12:29Z
dc.date.available2020-01-27T09:12:29Z
dc.date.issued2019-12-01en_US
dc.description.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.en_US
dc.identifier.citationAdvances in Difference Equations. Vol.2019, No.1 (2019)en_US
dc.identifier.doi10.1186/s13662-019-2158-5en_US
dc.identifier.issn16871847en_US
dc.identifier.issn16871839en_US
dc.identifier.other2-s2.0-85067256098en_US
dc.identifier.urihttps://repository.li.mahidol.ac.th/handle/20.500.14594/51209
dc.rightsMahidol Universityen_US
dc.rights.holderSCOPUSen_US
dc.source.urihttps://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85067256098&origin=inwarden_US
dc.subjectMathematicsen_US
dc.titleEffect of beam joinery on bridge structural stabilityen_US
dc.typeArticleen_US
dspace.entity.typePublication
mu.datasource.scopushttps://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85067256098&origin=inwarden_US

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