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Simple Calculations for the Stability of Soft, Thin-Walled Mandrels During Filament Winding
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: During filament winding of a laminated pressure vessel over a flexible, thin-walled mandrel, the winding tension produces an external pressure on the mandrel which tends to buckle it. A simple ...
A Modified Conjugate Gradient Method for Frictionless Contact Problems
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The solution of elastic bodies in contact through the application of a conjugate gradient technique integrated with a finite element computer code is discussed. This approach is general, easily ...
Geometrically Nonlinear Stress-Deflection Relations for Thin Film/Substrate Systems With a Finite Element Comparison
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: A new higher order geometrically nonlinear relation is developed to relate the deflection of a thin film /substrate system to the intrinsic film stress when these deflections are larger than ...
Effects of Subject Position on Balance Platform Measurements
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The high cost of commercially available force plates instrumented to quantify postural sway can be prohibitive to both research and clinical institutions. Therefore custom plate design and ...
Plates in Unilateral Contact With Simple Supports: Pressure Loading
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The response of a square plate, simply and unilaterally supported, to pressure loading is numerically treated. The support system consists of discrete elastic springs whose stiffnesses range from ...
Erratum: “Beams in Receding/Advancing Contact: Dunders Problems” (Journal of Applied Mechanics, 1985, 52, pp. 933–936)
Publisher: The American Society of Mechanical Engineers (ASME)
Beams in Receding/Advancing Contact: Dundurs Problems
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The response of beams constrained unilaterally by a foundation and upper barriers while under monotonic loading is treated. Several scenarios featuring gaps and clearances are solved and shown ...
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