Effect of Axial Compressibility on Buckling of ColumnsSource: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 003Author:Charles W. Bert
DOI: 10.1061/(ASCE)0733-9399(1990)116:3(728)Publisher: American Society of Civil Engineers
Abstract: Using the Trefftz initial-stress theory of prestressed solids and applying Hamilton's principle, the governing equation is obtained for small-deflection instability of a column with finite axial compressibility. The equation is solved to obtain an expression for the buckling load, and this equation is compared with those of an existing theory due to Grammel and classical Euler column theory.
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contributor author | Charles W. Bert | |
date accessioned | 2017-05-08T22:31:54Z | |
date available | 2017-05-08T22:31:54Z | |
date copyright | March 1990 | |
date issued | 1990 | |
identifier other | %28asce%290733-9399%281990%29116%3A3%28728%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/82119 | |
description abstract | Using the Trefftz initial-stress theory of prestressed solids and applying Hamilton's principle, the governing equation is obtained for small-deflection instability of a column with finite axial compressibility. The equation is solved to obtain an expression for the buckling load, and this equation is compared with those of an existing theory due to Grammel and classical Euler column theory. | |
publisher | American Society of Civil Engineers | |
title | Effect of Axial Compressibility on Buckling of Columns | |
type | Journal Paper | |
journal volume | 116 | |
journal issue | 3 | |
journal title | Journal of Engineering Mechanics | |
identifier doi | 10.1061/(ASCE)0733-9399(1990)116:3(728) | |
tree | Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 003 | |
contenttype | Fulltext |