Local buckling of cantilever wall of thin-walled member with longitudinal and transverse stress variation
Article Sidebar
Open full text
Published:
Jun 9, 2015
Issue Vol. 14 No. 2 (2015)
Articles
-
Dispatching concrete trucks using simulation method
005-010
-
Characteristics of lime-hemp composite and its use in construction industry
011-019
-
Towards global architecture. The project between technique and technology
021-025
-
The influence of number of the transverse connection on the distribution of stresses in the low-water bridge spans
027-035
-
Architecture in daily functioning of disabled people with special emphasis
037-042
-
Permeability change index for unstable basement
043-054
-
Repetitive construction processes scheduling using mixed-integer linear programming
055-061
-
Mortar historical research methods – problems of restoration
063-069
-
Trial of liquidation cementation of boreholes at Carpathians oil and gas deposits
071-080
-
The social activity of the architects
081-092
-
On the questions of an expression towards symbolical architecture
093-104
-
Historical reinforced concrete structures – used materials and calculating algorithms
105-112
-
Local buckling of cantilever wall of thin-walled member with longitudinal and transverse stress variation
113-121
-
Effect of the cement paste volume on the consistency of mixes for high performance massive and self-compacting concretes
123-130
-
The spirit of modern sacral architecture
131-138
Main Article Content
DOI
Authors
Abstract
The paper presents results of the investigation into the stability of elastically restrained cantilever walls (plates) with longitudinal and transverse stress variation. A linear distribution of stresses in the direction of the wall (plate) width and the linear or nonlinear (in accordance with parabola 20) distribution of stresses along the wall length were assumed. Plots of plate buckling coefficients (k) for variously supported and variously loaded cantilever plates, which are not found in the literature, were determined.
Keywords:
thin-walled bars, open cross-section, cantilever walls, elastically restrained, longitudinal and transverse stress variation
Article Details
Szychowski, A. (2015) “Local buckling of cantilever wall of thin-walled member with longitudinal and transverse stress variation”, Budownictwo i Architektura, 14(2), pp. 113–121. doi: 10.35784/bud-arch.1657.
