Comparison of Temperature Loadings of Bridge Girders

Authors

  • J. Římal
  • D. Šindler

DOI:

https://doi.org/10.14311/1049

Keywords:

temperature loading, temperature gradients, bridge constructions, temperature difference components, deformation, temperature distribution, maximum moments from temperature loading

Abstract

This paper compares the effect of temperature changes on the superstructure of bridges, above all the effect of non-uniform temperature. Loadings according to standards ESN 73 6203, ENV 1991-1-5 and DIN 1072 are compared here. The paper shows a short summary of temperature loading according to each standard and shows the comparison of bending moments arisen from these temperature loadings on superstructure made from continuous girder from a steel-concrete box girder with a composite concrete slab. With respect to a variety of design processes, the comparison is made without any coefficient of loading, combination or material. 

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Author Biographies

J. Římal

D. Šindler

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Published

2008-01-05

How to Cite

Římal, J., & Šindler, D. (2008). Comparison of Temperature Loadings of Bridge Girders. Acta Polytechnica, 48(5). https://doi.org/10.14311/1049

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Section

Articles