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Titlebook: Buckling of Structures; Symposium Cambridge/ Bernard Budiansky Conference proceedings 1976 Springer-Verlag Berlin Heidelberg 1976 Beulung.S

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期刊全称Buckling of Structures
期刊简称Symposium Cambridge/
影响因子2023Bernard Budiansky
视频video
学科分类IUTAM Symposia
图书封面Titlebook: Buckling of Structures; Symposium Cambridge/ Bernard Budiansky Conference proceedings 1976 Springer-Verlag Berlin Heidelberg 1976 Beulung.S
影响因子This volume contains the written texts of the papers presented at a Symposium on Buckling of Structures held at Harvard University in June 1974. This symposium, one of several on various topics sponsored annually by the International Union of Theoretical and Applied Me­ chanics (IUTAM), was organized by a Scientific Committee consisting of B. Budiansky (Chairman), A. H. Chilver, W. T. Koiter, and A. S. Vol‘­ mir. Participation was by invitation of the Scientific Committee, and specific lecturers were invited to speak in the areas of experimental research, buckling and post-buckling calculations, post-buckling mode interaction, plasticity and creep effects, dynamic buckling, stochastic problems, and design. A total of 29 lectures were delivered, including a general opening lecture by Professor Koiter, and there were 93 reg­ istered participants from 16 different countries. Financial support for the symposium was provided by IUTAM, in the form of partial travel support for a number of participants, and also by the National Science Foundation, the National Aeronautics and Space Administration, and the Air Force Office of Scientific Re­ search, for additional travel support and adminis
Pindex Conference proceedings 1976
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William J. Buchanan BSc (Hons.), CEng, PhDsinusoidal imperfections it is found that the advanced post-buckling behaviour can be such that higher loads than the bifurcation load can be supported before total collapse occurs. This holds good for relatively large imperfections (small bifurcation stresses), even in cases where the initial post-
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https://doi.org/10.1007/979-8-8688-0252-2panel structures are unsymmetrical: the plate side has more cross section than the topside of the stiffeners; and the plate side is more affected by local buckling than the topside. This effect is exaggeratedly represented in a model where the stiffeners do not participate in local buckling. It appe
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