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A platform for research: civil engineering, architecture and urbanism
Extension of author's earlier work on complementary energy method for large deformations and elastic stability; by confining attention to those configurations that system passes to immediately after it has buckled, total complementary energy of plate is expressed as homogeneous quadratic functional in unknown internal forces; differential equations of compatibility and forced and natural boundary conditions corresponding to exact solutions of problem are established; for purpose of illustration, exact and approximate solutions are obtained for number of problems of buckling of rectangular and circular plates.
Extension of author's earlier work on complementary energy method for large deformations and elastic stability; by confining attention to those configurations that system passes to immediately after it has buckled, total complementary energy of plate is expressed as homogeneous quadratic functional in unknown internal forces; differential equations of compatibility and forced and natural boundary conditions corresponding to exact solutions of problem are established; for purpose of illustration, exact and approximate solutions are obtained for number of problems of buckling of rectangular and circular plates.
Complementary energy method for buckling of plates
ASCE Structural Eng Conf -- Preprint
Oran, C. (author)
ASCE Structural Engineering Conference ; 1967
1967
32 pages
Conference paper
English
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