Shear deformations in beams

AuthorShan-teng, Chung
Call NumberAIT Thesis no. 416
Subject(s)Girders
Deformations (Mechanics)
NoteA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand.
PublisherAsian Institute of Technology
AbstractThe behavior of elastic beams is discussed considering the effect of warping deformation due to the presence of shear stresses. The Navier-Bernoulli hypothesis assumes that plane sections before bending remain plane after deformation. In this study, the elementary theory is modified in such a way that the .continuity of warping deformation due to the shear stresses is satisfied. Numerical examples are presented for beams with rectangular and box sections under simple loading and boundary conditions.
Year1972
TypeThesis
SchoolStudent Research Before 1980
DepartmentOther Field of Studies (No Department)
Academic Program/FoSThesis (Year <=1979)
Chairperson(s)Nishino, Fumio
Examination Committee(s)Lee, Seng-Lip ; Tongchat Hongladaromp
Scholarship Donor(s)General Telephone &.Electronics International Inc.,
DegreeThesis (M. Eng.) - Asian Institute of Technology, 1972


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