Show simple item record

contributor authorSubash Chandra Bose Gurram
contributor authorArghya Deb
date accessioned2017-05-08T21:58:17Z
date available2017-05-08T21:58:17Z
date copyrightFebruary 2011
date issued2011
identifier other%28asce%29sc%2E1943-5576%2E0000116.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67760
description abstractThis paper examines the buckling of a column with an internal hinge that is retrofitted with a rotational spring to restore some capacity to carry bending moment at the internal hinge location. The problem is solved analytically to obtain the critical buckling load. In addition a numerical solution is obtained using finite elements with the help of the ABAQUS finite-element analysis software. The results are compared, and design curves are obtained that yield the critical buckling load for the column for various values of the rotational spring stiffness and internal hinge location. The increase in strength of the column with the internal hinge wrapped with one or more layers of reinforcing material is then studied. An analytical expression is found to characterize the reinforcing wrap in terms of the stiffness of an equivalent linear elastic rotational spring. The procedure is validated by a finite-element analysis.
publisherAmerican Society of Civil Engineers
titleRetrofitting a Column with an Internal Hinge: Analytical and Numerical Study
typeJournal Paper
journal volume16
journal issue1
journal titlePractice Periodical on Structural Design and Construction
identifier doi10.1061/(ASCE)SC.1943-5576.0000067
treePractice Periodical on Structural Design and Construction:;2011:;Volume ( 016 ):;issue: 001
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record