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BUCKLING OF PLATES DUE TO SELF-EQUILIBRATED THERMAL STRESSES
Authors:H. Bednarczyk  M. Richter
Affiliation:Institutfur Mechanik (Bauwesen) , Universitdt Stuttgart , Pfaffenwaldring 7, Stuttgart 80, D-7000, FRG
Abstract:Thermal buckling of load-free supported plates is considered. Especially the influence of the distribution of the applied temperature field on buckling modes and proper values is investigated, ft turns out that fields of temperature‐shock type are most critical and lead to the lowest proper values of buckling.
Keywords:
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