Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Computation of stresses in bridge slabs due to wheel loads
Theoretical mathematical analysis of homogeneous elastic slabs; derivation of fundamental formulas; solution for slab loaded by concentrated force, expressed by infinite series; Nadai's solution in finite form proved; derivation of formulas for bridge floors; greatest bending moments computed for case of wheel load at center, two wheel loads on line in direction of span; slab cantilevered from single fixed edge investigated.
Computation of stresses in bridge slabs due to wheel loads
Theoretical mathematical analysis of homogeneous elastic slabs; derivation of fundamental formulas; solution for slab loaded by concentrated force, expressed by infinite series; Nadai's solution in finite form proved; derivation of formulas for bridge floors; greatest bending moments computed for case of wheel load at center, two wheel loads on line in direction of span; slab cantilevered from single fixed edge investigated.
Computation of stresses in bridge slabs due to wheel loads
Pub. Roads
Westergaard, H.M. (Autor:in)
Public Roads ; 11
1930
23 pages
21 Figs.
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Bending Moment in Bridge Slabs Due to Wheel Loads
| NTIS | 1978
Fatigue Strength of Highway Bridge PC Slabs Due to Wheel Loads
| Springer Verlag | 2017
Distribution of wheel loads and design of reinforced concrete bridge floor slabs
| Engineering Index Backfile | 1937
Distribution of shearing stresses in concrete floor slabs under concentrated loads
| Engineering Index Backfile | 1936
Dynamic wheel loads from bridge strains
| TIBKAT | 1987