Results 271 to 280 of about 1,606,422 (352)

Buckling of Circular Cones Under Axial Compression

Journal of Applied Mechanics, 1960
Presented are the results of an experimental investigation to determine the buckling strength of right circular cones under axial compression. Correlation of these data is made with existing theory and with previously published experimental data on circular cylinders; thus a recommended procedure for predicting the buckling load of right circular cones
Lackman, Leslie, Penzien, Joseph
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Visualization of bed compression in an axial compression liquid chromatography column

Journal of Chromatography A, 2002
The consolidation of a packed bed undergoing axial compression was studied in glass columns using an on-column visualization process. In this visualization process the refractive indices of the mobile phase (carbon tetrachloride) and the stationary phase (YMC C18 silica) matched perfectly, hence the otherwise opaque stationary phase became transparent ...
Shalliker, Ross A., Wong, Victor, Broyles, Brian Scott, Guiochon, Georges   +3 more
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Buckling of Axially Compressed Cylinders

Journal of the Structural Division, 1977
The results of buckling tests on 41 small-scale ring stiffened steel cylinders and one large radius fabricated ring stiffened steel cylinder under axial compression are presented. These results are compared with those of many other investigators on both stiffened and unstiffened cylinders.
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Influence of Axial Length on Axially Compressed Aluminum Polygonal Tube

Materials Science Forum, 2018
Aluminum tubes are efficient energy absorbing components and are widely used in the automobile industry. In the previous report, the authors investigated the influence of cross-sectional shape on axially compressed aluminum tube by numerical analysis. However, there are only a few reports on length of aluminum tube.
Keisuke Yokoya, Makoto Miyazaki, Yusuke Tojo   +2 more
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Behaviour of square concrete-filled stiffened steel tubular stub columns under axial compression

Advances in Structural Engineering, 2019
As China’s infrastructure grows rapidly, the use of concrete-filled steel tubular structures for engineering applications is attracting increasing interest owing to their high section modulus, high strength and good seismic performance.
F. Yuan, Hong Huang, Meng-Cheng Chen
semanticscholar   +1 more source

Hypothetical silicon nanotubes under axial compression

Nanotechnology, 2003
This study shows the response of silicon nanotubes (SiNTs) under axial compression using an atomistic simulation based on the Tersoff potential. The application of pressure, proportional to the deformation within Hook's law, eventually led to a collapse of the SiNT and an abrupt change in structure.
Jeong Won Kang, Ho Jung Hwang
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Mechanical behavior of laminated bamboo–timber composite columns under axial compression

Archives of Civil and Mechanical Engineering, 2023
Si Chen, Yang Wei, Gaofei Wang, K. Zhao, Mingmin Ding   +4 more
semanticscholar   +1 more source

Buckling of Axially Compressed Conical Shells

Journal of the Engineering Mechanics Division, 1980
The buckling of a truncated elastic conical shell subjected to an axial compression is a classical problem in shell structures. The paper reinvestigates the buckling of an axially compressed truncated conical shell with rigid bulkheads. Two improvements are achieved.
Chin-Hao Chang, Lester Katz
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Experimental behaviour of concrete-filled steel tubes under cyclic axial compression

Advances in Structural Engineering, 2019
This study experimentally investigated the behaviour of concrete-filled steel tubes under cyclic axial compression. A total of 42 concrete-filled steel tube specimens of two groups were tested to failure.
V. Cao, Q. Le, Phuoc T. Nguyen
semanticscholar   +1 more source

Axial Compression Properties of Kamaboko

Journal of Food Science, 1991
ABSTRACT Kamaboko, gelled seafood product from frozen surimi, has distinctive textural properties. Characterization of those properties, using an integrated approach to Theological studies, was accomplished by means of an instrumental texture profile analysis and evaluation of resultant stress‐strain relationships.
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