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Finite-Element Solution of Variable-Arc-Length Beams under a Point Load
Publisher: American Society of Civil Engineers
Abstract: In this technical note, a finite-element solution of a simply supported beam with variable arc length under a point load is presented. The beam is hinged at one end and simply supported over the other end. The distance ...
Closure to “Elastica of Simple Variable‐Arc‐Length Beam Subjected to End Moment” by Tseng Huang and Somchai Chucheepsakul
Publisher: American Society of Civil Engineers
Nonlinear Static Analysis of Liquid-Containment Toroidal Shell under Hydrostatic Pressure
Publisher: ASCE
Abstract: This paper presents a nonlinear static analysis of a liquid-containment toroidal shell subjected to linearly hydrostatic pressure, including the effect of constraint volume for the toroidal shell and internal compressible ...
Elastica of Simple Variable-Arc-Length Beam Subjected to End Moment
Publisher: American Society of Civil Engineers
Abstract: This paper presents two methods to find the elastica of a bar or a beam of given span length, but unknown arc length. The beam is subjected to a moment at a hinged end that can slide freely over another support. In the ...
Analytical and Numerical Analyses for a Variety of Submerged Hemi-Ellipsoidal Shells
Publisher: ASCE
Abstract: This paper concerned an analytical method to obtain exact solutions for displacements of submerged hemi-ellipsoidal shells. Based on the linear membrane theory, the membrane forces and strain components were defined in ...
Influence of Fly Ash on Unconfined Compressive Strength of Cement-Admixed Clay at High Water Content
Publisher: American Society of Civil Engineers
Abstract: This research studies the potential of using disposed fly ash to add up or partially replace Portland cement Type I in ground improvement by cement column technique. The strength characteristic of cement-fly ash admixed ...
On the Free Vibrations of Variable-Arc-Length Beams: Analytical and Experimental
Publisher: American Society of Civil Engineers
Abstract: Vibrations of horizontal, variable-arc-length beams considering the effects of large initial static sag deflections due to self weight are investigated. The variability in beam arc length arises from one end being pinned, ...
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