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contributor authorJ. T.-S. Wang
contributor authorC.-C. Lin
date accessioned2017-05-08T23:58:51Z
date available2017-05-08T23:58:51Z
date copyrightJune, 1999
date issued1999
identifier issn0021-8936
identifier otherJAMCAV-26470#380_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/121680
description abstractA systematic analysis method for solving boundary value problems in structural mechanics is presented. Euler-Lagrange differential equations are transformed into integral form with respect to sinusoidal weighting functions. General solutions are represented by complete sets of functions without being concerned with boundary conditions in advance while all boundary conditions are satisfied in the process. The convergence of results is assured, and the procedure leads to pointwise exact solutions. A number of simple structural mechanics problems of stress, buckling, and vibration analyses are presented for illustrative purposes. All results have verified the exactness of solutions, and indicate that this unified method is simple to use and effective.
publisherThe American Society of Mechanical Engineers (ASME)
titleA Method for Exact Series Solutions in Structural Mechanics
typeJournal Paper
journal volume66
journal issue2
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.2791060
journal fristpage380
journal lastpage387
identifier eissn1528-9036
keywordsStructural mechanics
keywordsBoundary-value problems
keywordsFunctions
keywordsVibration analysis
keywordsBuckling
keywordsStress AND Differential equations
treeJournal of Applied Mechanics:;1999:;volume( 066 ):;issue: 002
contenttypeFulltext


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