A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The numerical model for analyzing thin walled girders is developed. The linear elastic material model and the theory of infinitesimal displacements and strains are adopted. The method is based on a further development of the conventional idea for torsion of thin walled girders with a closed cross section and is combined with the finite element method. Economical aspects often support developing these kinds of coalitions, taking into account the special nature and properties of structures of this type, to reduce the size of the computational model required. Numerical comparisons showing good agreement with other results are presented.
The numerical model for analyzing thin walled girders is developed. The linear elastic material model and the theory of infinitesimal displacements and strains are adopted. The method is based on a further development of the conventional idea for torsion of thin walled girders with a closed cross section and is combined with the finite element method. Economical aspects often support developing these kinds of coalitions, taking into account the special nature and properties of structures of this type, to reduce the size of the computational model required. Numerical comparisons showing good agreement with other results are presented.
Study of Curved Thin-Walled Girders
J. Paavola (author)
1990
94 pages
Report
No indication
English
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