Effect of Non-Uniform Temperature Distribution over the Cross-Section in Steel Frame Structure

Lenka Lausova; Iveta Skotnicova; Vladimira Michalcova; Petr Konečný

doi:10.4028/www.scientific.net/AMM.769.65

Paper Titles

Effect of a Bending Stiffness on the Load-Displacement Path of Von Mises Truss
p.43

Elastic Buckling and Post-Buckling of Von Mises Planar Trusses
p.49

Comparison of Analytical and FEM Solutions of the Contact Tasks of Foundation - Subsoil Interaction
p.55

Bended Pile and the Layered Subsoil
p.61

Effect of Non-Uniform Temperature Distribution over the Cross-Section in Steel Frame Structure
p.65

Static Analysis of Load-Bearing Structure of a Transparent Roof
p.69

Design Optimization and Modal Analysis of 3-D Lattice Plate
p.77

Foundation Plate Optimization
p.81

Effect of a Nonlinear Term in a Strain-Displacement Relationship on the Load-Displacement Path of Von Mises Truss
p.85

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 769Effect of Non-Uniform Temperature Distribution...

Effect of Non-Uniform Temperature Distribution over the Cross-Section in Steel Frame Structure

Abstract:

The paper deals with the effect of non-uniform temperature over the cross-section in the steel frame structure under fire loading. The unequal temperature distribution causes additional bending moments in statically indeterminate structures. Numerical results of thermal and structural analysis from the commercial computer software ANSYS are compared with the experimental measurements on the steel frame exposed to high temperature.

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Periodical:

Applied Mechanics and Materials (Volume 769)

Pages:

65-68

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.769.65

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Online since:

June 2015

Authors:

Lenka Lausova*, Iveta Skotnicova, Vladimira Michalcova, Petr Konečný

Keywords:

Experiment, Non-Uniform Temperature Distribution, Numerical Modelling, Statically Indeterminate Frame, Steel Structure

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