Results 281 to 290 of about 4,478,841 (351)
Some of the next articles are maybe not open access.
Stress Analysis of Post-Buckled Sandwich Panels
Volume 3: Structures, Safety, and Reliability, 2018The paper presents a method to assess stresses in sandwich plates with periodic microstructure in the post-buckling region. The fundamental assumption is that the microstructure is linear elastic and von Karman non-linearity is present only at macro-, i.e. panel-scale.
Jani Romanoff +3 more
openaire +1 more source
Post buckling analysis of imperfect nonlinear viscoelastic columns
International Journal of Solids and Structures, 1997zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Touati, David, Cederbaum, Gabriel
openaire +2 more sources
, 2020
Linear/nonlinear free vibration of imperfect symmetrically/anti-symmetrically laminated fibre-reinforced composite (FRC) beams in the pre-and post-buckling equilibrium states are studied.
Q. Jin +3 more
semanticscholar +1 more source
Linear/nonlinear free vibration of imperfect symmetrically/anti-symmetrically laminated fibre-reinforced composite (FRC) beams in the pre-and post-buckling equilibrium states are studied.
Q. Jin +3 more
semanticscholar +1 more source
Post‐buckling Equilibrium of Hyperstatic Lattices
Journal of Engineering Mechanics, 1985Post‐buckling equilibrium paths of complex, elastic, hyperstatic, pin‐jointed lattices composed of slender members are studied under the aspect of finite deformation using a new simplified theory, which is presented in matrix formulation. A general numerical procedure is developed on a digital computer for the solution of the reduced equilibrium ...
S. J. Britvec, M. D. Davister
openaire +1 more source
Post-Buckling of Redundant Rectangular Beams
Journal of the Engineering Mechanics Division, 1975The post-buckling behavior of redundant single-span rectangular members is investigated using an equilibrium approach and large potential reserves of strength are shown to exist. In some cases, loads up to three times the initial buckling loads can be supported before the deformations and stresses exceed acceptable limits.
Scott T. Woolcock, Nicholas S. Trahair
openaire +1 more source
, 2020
The delamination in curved composite laminates is one of the main defects, especially in aerospace structures. To optimize the design of the delaminated composite panels under compression loading, accurate characterization of the effects of different ...
B. Ameri +3 more
semanticscholar +1 more source
The delamination in curved composite laminates is one of the main defects, especially in aerospace structures. To optimize the design of the delaminated composite panels under compression loading, accurate characterization of the effects of different ...
B. Ameri +3 more
semanticscholar +1 more source
Shear resistance and post-buckling behavior of corrugated panels in steel plate shear walls
Thin-walled structures, 2018Steel corrugated shear wall (SCSW) is an alternative to traditional shear walls with flat plates. However, shear resistance behavior and design of the infilled corrugated panels in SCSWs has not been well studies.
C. Dou, Y. Pi, Wei Gao
semanticscholar +1 more source
Thermal post-buckling analysis of functionally graded material structures using a modified FSDT
International Journal of Mechanical Sciences, 2018The thermal post-buckling responses of Functionally Graded Material shell structures are reported in this paper. Geometrically nonlinear analysis based on a modified First order Shear Deformation Theory are proposed.
S. Trabelsi +3 more
semanticscholar +1 more source
Post-Buckling of Axially Compressed Plates
Journal of the Structural Division, 1972Aluminum square tubular sections subjected to axial compression generally exhibit a significant reserve of strength above the critical stress levels associated with plate buckling. Load-transverse deflection curves averaged over the four faces of each of six specimens with different slenderness ratios B (width to thickness) validates the nature of ...
Archibald N. Sherbourne, Robert M. Korol
openaire +1 more source
Thermal post-buckling of circular plates
Computers & Structures, 1984The thermal post-buckling behaviour of isotropic circular plates has been studied in this paper by a simple finite element formulation. The accuracy of the solution by finite element method is established through a solution by the Rayleigh-Ritz method for simply-supported circular plates.
Raju, K. Kanaka, Rao, G. Venkateswara
openaire +2 more sources