Breadcrumb

 
 

Analysis of simply-supported single cell prismatic box sections

Title:

Analysis of simply-supported single cell prismatic box sections

Hossain, Sk Amjad (2006) Analysis of simply-supported single cell prismatic box sections. Masters thesis, Concordia University.

[img]
Preview
PDF - Accepted Version
5Mb

Abstract

This research extends Maisel's (1982) methodology, the generalization of Vlasov's, simple beam theory, and its extension to evaluate torsional, distortional and shear lag effects in simply-supported girder consisting of a single cell uniform box section. The computer program developed can analyse simply supported box sections with trapezoidal and rectangular sections, any material properties, for a unit eccentric loading at midspan, formulate the bending, shear, torsion, distortion and warping stress at different locations of the section. Two separate computer programs have been developed, the first dealing with shear flow, shear stresses, combined shearing stress, torsional warping stress, distortional warping stress, maximum transverse bending stress, etc. The second program includes shear lag only. Torsional warping is treated using the method of Kollbrunner and Hajdin and Heilig (1966), while Sedlacek's (1971) method is used to account for the distortional effects

Divisions:Concordia University > Faculty of Engineering and Computer Science > Building, Civil and Environmental Engineering
Item Type:Thesis (Masters)
Authors:Hossain, Sk Amjad
Pagination:xviii, 208 leaves : ill. ; 29 cm.
Institution:Concordia University
Degree Name:M.A. Sc.
Program:Building, Civil and Environmental Engineering
Date:2006
Thesis Supervisor(s):Zielinski, Z. A
ID Code:8742
Deposited By:Concordia University Libraries
Deposited On:18 Aug 2011 14:34
Last Modified:18 Aug 2011 15:13
Related URLs:
All items in Spectrum are protected by copyright, with all rights reserved. The use of items is governed by Spectrum's terms of access.

Repository Staff Only: item control page

Document Downloads

More statistics for this item...

Concordia University - Footer