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CivilComp Proceedings
ISSN 17593433 CCP: 79
PROCEEDINGS OF THE SEVENTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by: B.H.V. Topping and C.A. Mota Soares
Paper 290
Optimal Design of a Beam Subjected to Compression Forces in the Framework of Different Structural Models A. Samartin+, J.C. Mosquera+ and C. Castro*
+Department of Structural Mechanics, *Department of Mathematics,
A. Samartin, J.C. Mosquera, C. Castro, "Optimal Design of a Beam Subjected to Compression Forces in the Framework of Different Structural Models", in B.H.V. Topping, C.A. Mota Soares, (Editors), "Proceedings of the Seventh International Conference on Computational Structures Technology", CivilComp Press, Stirlingshire, UK, Paper 290, 2004. doi:10.4203/ccp.79.290
Keywords: optimization, nonlinear analysis, beamcolumn, instability.
Summary
In this paper the optimal design of vertical cantilever beam,
immersed in an elastic Winkler soil and subjected to several
loads: (1) concentrated force at its tip section, (2) self weight
and (3) uniform distributed load along its length is analyzed.
Typically, [3] and [1], the optimal
design was related to find the shape of the column, of a given
fixed volume and length, such that its buckling load is maximum.
The problem, in this way formulated, may present some numerical
and theoretical difficulties, particularly in columns with
different boundaries conditions to cantilever, such as clamped in
its both ends. In fact, they may appear during the optimization
procedure the presence of column cross sections with very small
area and the existence of a multiple (double) first mode
[4] with the inherent problems of gradient
descent direction is not univocally determinate, i.e. according to
[2] the problem becomes a nonsmooth one.
An alternative definition to the former column buckling optimization problem is given, that may be some of the commented difficulties can be avoided. The alternative definition of optimal design is concerned with a column of given length that can resist a specified load or load combination, in both ways, as a column compressive load and as beamcolumn buckling load, with the minimum volume. Contrary to previous formulations the column material strength, namely its admissible stress, is introduced. In the framework of this optimization problem definition it is possible to study several types of loads, conservative and nonconservative or follower load as well as different beamcolumn models, NavierBernoulli, Timoshenko with shear deformation, etc. With this formulation the existence of a first multiple buckling mode, can be easily detected, because its value is fixed as a constrain instead of being an objective value to be maximized. In this way the correct gradient direction can be identified. Besides, zero areas occurrence is obviously avoided with the introduction of admissible stresses constraints. This problem is analyzed according to the linear elasticity theory and within different alternative structural models: column, NavierBernoulli beamcolumn, Timoshenko beamcolumn (i.e. with shear strain) under conservative loads, typically, constant direction loads. The results obtained in each case are compared, in order to evaluate the sensitivity of model on the numerical results. The beam optimal design is identified by the section distribution characteristics (area, second moment, shear area etc.) along the beam span and the corresponding beam total volume. The influence of alternative Finite Element discretization levels, as number of elements, polynomials or beamcolumn solutions shape functions is discussed. However, other loading situations, some of them very interesting from the theoretical point of view, (including follower loads) are also commented upon, but numerical details and results are left for a future work References
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