A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Summary The applications, typical dimensions, structural behavior, analysis methods, and ultimate strength considerations of skew slab bridges are presented. The effects of cracking and inelastic behavior on the deflections and servicability of skew slab bridges are reviewed. The need for prestressing in order to control behavior and provide servicability is discussed. Theories of elasticity and plasticity are discussed with respect to their applicability to the design of skew slab bridges. It is shown that an inherent stress condition can be superimposed on the computed ultimate section forces with no effect on ultimate strength. Finally, the relationships necessary for designing a skew slab bridge for ultimate strength are presented.
Summary The applications, typical dimensions, structural behavior, analysis methods, and ultimate strength considerations of skew slab bridges are presented. The effects of cracking and inelastic behavior on the deflections and servicability of skew slab bridges are reviewed. The need for prestressing in order to control behavior and provide servicability is discussed. Theories of elasticity and plasticity are discussed with respect to their applicability to the design of skew slab bridges. It is shown that an inherent stress condition can be superimposed on the computed ultimate section forces with no effect on ultimate strength. Finally, the relationships necessary for designing a skew slab bridge for ultimate strength are presented.
Skew Slab Bridges
Menn, Christian (author)
1984-01-01
15 pages
Article/Chapter (Book)
Electronic Resource
English
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