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- aggregation classification "C1".
- aggregation creator person.
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- aggregation date "2010".
- aggregation format "application/pdf".
- aggregation hasFormat 1091049.bibtex.
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- aggregation isPartOf urn:isbn:9789814324045.
- aggregation language "eng".
- aggregation publisher "World Scientific".
- aggregation rights "I have transferred the copyright for this publication to the publisher".
- aggregation subject "Technology and Engineering".
- aggregation title "Plastic collapse of steel water towers".
- aggregation abstract "The aim of this contribution is to verify an existing design rule for steel liquid-filled conical shells by performing numerical simulations. Questions were raised regarding the reliability of the design rule as early yielding comes into play if an axisymmetric imperfection is located near the lower rim where the stresses are elevated. In our study, full nonlinear numerical simulations are performed with a realistic weld depression as imperfection shape. This weld depression is placed at the most detrimental location near the lower rim. The results of the simulations show that for cones with a moderate relative slenderness the design rule indeed overestimates the buckling strength, but that the error is not pronounced and that the design rule may be considered as still acceptable.".
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