TY - JOUR
T1 - Shape optimization of shell structures
AU - Ramm, E.
AU - Bletzinger, K. U.
AU - Reitinger, R.
N1 - Funding Information:
This work is part of the research project SFB 230 "Natural Structures - Light Weight Structures in Architecture and Nature" supported by the German Research Foundation (DFG) at the University of Stuttgart. The support is gratefully acknowledged.
PY - 1993/8
Y1 - 1993/8
N2 - Shells are known to be optimal in many ways, provided certain basic shell-oriented design rules are followed. The shape, thickness and material distribution play a dominant role. Minimum material, a specific frequency response, maximum load carrying capacity, a pure membrane stress state are typical design objectives. In the present contribution the form-finding and thickness variation are embedded in the concept of structural optimization which combines design modelling, structural and sensitivity analyses and mathematical optimization schemes to a general design tool. The structural response may be based on linear elastic, eigenvalue and geometrically nonlinear analyses. In particular, the imperfection sensitivity with respect to buckling is discussed. A few selected examples demonstrate the versatility of optimization schemes in shell design, among these are the tuning of a bell and the form-finding of a classical reinforced concrete dome shell.
AB - Shells are known to be optimal in many ways, provided certain basic shell-oriented design rules are followed. The shape, thickness and material distribution play a dominant role. Minimum material, a specific frequency response, maximum load carrying capacity, a pure membrane stress state are typical design objectives. In the present contribution the form-finding and thickness variation are embedded in the concept of structural optimization which combines design modelling, structural and sensitivity analyses and mathematical optimization schemes to a general design tool. The structural response may be based on linear elastic, eigenvalue and geometrically nonlinear analyses. In particular, the imperfection sensitivity with respect to buckling is discussed. A few selected examples demonstrate the versatility of optimization schemes in shell design, among these are the tuning of a bell and the form-finding of a classical reinforced concrete dome shell.
UR - http://www.scopus.com/inward/record.url?scp=0027641619&partnerID=8YFLogxK
M3 - Article
AN - SCOPUS:0027641619
SN - 0304-3622
VL - 34
SP - 103
EP - 121
JO - Journal of the International Association for Shell and Spatial Structures
JF - Journal of the International Association for Shell and Spatial Structures
IS - 112
ER -