Results 121 to 130 of about 12,461 (290)

Large Deformation Behavior of Long Shallow Cylindrical Composite Panels [PDF]

An exact solution is presented for the large deformation response of a simply supported orthotropic cylindrical panel subjected to a uniform line load along a cylinder generator.
Carper, Douglas M., Hyer, Michael W., Johnson, Eric R.   +2 more
core   +1 more source

Erratum for “Plastic Bifurcation Buckling of Toroidal Shells” [PDF]

, 1980
Emilio Rosenblueth, F Asce
openalex   +1 more source

Thermomechanical nonlinear stability of pressure-loaded CNT-reinforced composite doubly curved panels resting on elastic foundations

Nonlinear Engineering, 2019
Nonlinear stability of nanocomposite spherical and cylindrical panels reinforced by carbon nanotubes (CNTs), resting on elastic foundations and subjected to uniform external pressure in thermal environments is investigated in this paper.
Trang Le Thi Nhu, Tung Hoang Van
doaj   +1 more source

Characteristics of Buckling Load and Bifurcation in Accordance with Rise-span Ratio of Space Truss Considering Initial Imperfection [PDF]

, 2012
Seung‐Jae Lee, Sudeok Shon
openalex   +1 more source

Bifurcations in the optimal elastic foundation for a buckling column [PDF]

, 2010
Daniel Rayneau-Kirkhope, Robert S. Farr, Kun Ding, Yong Mao   +3 more
openalex   +1 more source

Buckling of shells of revolution with various wall constructions. Volume 2 - Basic equations and method of solution [PDF]

Basic equations and method of solution for computerized analysis of shells of revolution with axisymmetric collapse and nonsymmetric bifurcation buckling ...
Almroth, B. O., Bushnell, D., Sobel, L. H.   +2 more
core   +1 more source

Least-squares Smoothed Shape Functions for Constructing Field-Consistent Timoshenko Beam Elements

Civil Engineering Dimension
This paper presents an approach for constructing field-consistent Timoshenko beam elements using least-squares smoothed (LSS) shape functions. The variational basis for shear strain redistribution is thoroughly explained, leading to the derivation of ...
Foek Tjong Wong, Henokh G. Tjahyono, Sugiyono Hartono, Timothy A. Setiabudi   +3 more
doaj   +1 more source

NUMERICAL STUDY ON POST-BUCKLING AND HIGHER ORDER BIFURCATION OF THIN CYLINDRICAL SHELLS

, 2008
Yoshinao Chiba, Shiro Kato
openalex   +2 more sources

Discussion of “Buckling of Cooling-Tower Shells: Bifurcation Results” [PDF]

, 1976
Heinrich Stallbohm, Phillip L. Gould, Ihsan Mungan   +2 more
openalex   +1 more source

Solid or shell finite elements to model thick cylindrical tubes and shells under global bending [PDF]

, 2013
Rotter, JM, Sadowski, AJ
core   +1 more source