The influence of number of the transverse connection on the distribution of stresses in the low-water bridge spans
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Published:
2015-06-09
Issue Vol. 14 No. 2 (2015)
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Dispatching concrete trucks using simulation method
005-010
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Characteristics of lime-hemp composite and its use in construction industry
011-019
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Towards global architecture. The project between technique and technology
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The influence of number of the transverse connection on the distribution of stresses in the low-water bridge spans
027-035
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Architecture in daily functioning of disabled people with special emphasis
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Permeability change index for unstable basement
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Repetitive construction processes scheduling using mixed-integer linear programming
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On the questions of an expression towards symbolical architecture
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Historical reinforced concrete structures – used materials and calculating algorithms
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Local buckling of cantilever wall of thin-walled member with longitudinal and transverse stress variation
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Effect of the cement paste volume on the consistency of mixes for high performance massive and self-compacting concretes
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The spirit of modern sacral architecture
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Main Article Content
Authors
Abstract
The aim of this study was to determine the influence of the transverse connections on the distribution of stresses in the span of low-water bridges. The paper analyzes one-way span bridge with a width of 4 meters. The calculations included a span of 6, 7 and 8 beams, and 3, 4, 5 and 6 rows transverse connections. The analyzes showed that both the number of beams and the number of the transverse connections has a significant impact on the distribution of stresses in the major construction elements of low-water bridges.
Keywords:
steel bridges, finite element method, strength of the material
Article Details
“The influence of number of the transverse connection on the distribution of stresses in the low-water bridge spans” (2015) Budownictwo i Architektura / Civil and Architectural Engineering, 14(2), pp. 027–035. doi:10.35784/bud-arch.1641.
