Results 241 to 250 of about 12,863 (293)
Some of the next articles are maybe not open access.
Journal of the Structural Division, 1962
Buckling of structures under assumption of their being shear buildings is considered with imaginary spring imposed at each floor level; first mode of buckling and maximum eigenvalue are calculated by flexibility method with usual iteration techniques, from which minimum buckling load is determined; graph showing buckling load against number of stories ...
openaire +1 more source
Buckling of structures under assumption of their being shear buildings is considered with imaginary spring imposed at each floor level; first mode of buckling and maximum eigenvalue are calculated by flexibility method with usual iteration techniques, from which minimum buckling load is determined; graph showing buckling load against number of stories ...
openaire +1 more source
Tensile Buckling in Shear Deformable Rods
International Journal of Structural Stability and Dynamics, 2017In the framework of the Reissner–Simo rod theory and following Haringx’ approach for studying axial buckling in shear deformable rods, we give a mechanical interpretation of tensile instability, together with its mathematical justification, and we perform a linearized eigenvalue buckling analysis for tense planar rods. Buckled shapes and critical loads
openaire +1 more source
The Effect Of Shear Deformation On The Critical Buckling Of Columns
Journal of Sound and Vibration, 1994Summary: Starting from equations analogous to those that are widely used for vibration of axially loaded Timoshenko beams, insights are obtained into the buckling behaviour of columns which deform in shear. These insights help in explaining and recognizing those combinations of end conditions for which a simple formula, originally derived by Engesser ...
Banerjee, J. R., Williams, F. W.
openaire +2 more sources
Buckling Failure of Interface Cracks Loaded in Shear
International Journal of Fracture, 2007zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Kotooussov, A., Harding, S.
openaire +3 more sources
Buckling of Flat Plates Under Bending and Shear
Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science, 1998Extensive work has been carried out to determine expressions for the critical buckling loads of flat plates under the elementary load cases of shear, compression and bending, and combinations of these three. Existing solutions are based on constant stress levels throughout the plate, but no theoretical solution or design rules exist for more complex ...
C A Featherston, C Ruiz
openaire +1 more source
Post Impact Shear Buckling Behaviour in GLARE
2020Canadian International Composites Conference 21-24 August, Montreal ...
Poon, Cheung +2 more
openaire +2 more sources
Shear buckling and dynamic bending in cloth simulation
Computer Animation and Virtual Worlds, 2008AbstractThis paper addresses the problem of simulating the mechanical behavior of cloth in computer animation, which is very important and challenging. The micro‐structure of woven fabrics leads to significantly different shear reaction from other sheet materials, which has been neglected in previous approaches of cloth simulation.
Chuan Zhou 0008 +2 more
openaire +3 more sources
A Model for Fabric Buckling in Shear
Textile Research Journal, 1985A mathematical model is presented for the buckling of fabric under combined shear and tensile forces. This model takes account of the anisotropic characteristics of the fabric in terms of the flexural rigidities in the warp and weft directions, its corresponding Poisson's ratios, the shear modulus, and the width to height ratio of the rectangular ...
openaire +1 more source
Shear Deformation and Buckling of Columns
Applied Mechanics Reviews, 1991It is shown that the prediction of buckling loads of columns that are very weak in shear is crucially dependent on the choice of direction for the axial load of the column in the buckled configuration. Examples are given showing the wide differences in buckling load predicted by different choices.
openaire +1 more source
On the Buckling of Oblique Plates in Shear
Aircraft Engineering and Aerospace Technology, 1956If a thin oblique plate (i.e. in the shape of a parallelogram) is subjected to a uniform shear stress parallel and perpendicular to two of the sides, the critical value of the stress depends on the direction in which it is applied. The higher critical value is obtained when the shear is tending to decrease the obliquity of the plate.
openaire +1 more source