Abstract
A system LimitS for limit state analysis and material optimization
has been developed and implemented in a PC environment. The
program is formulated in a general finite element format with
stress-based elements. The solution method is based on the
lower-bound theorem, where an optimal stress distribution or an
optimal material layout is determined. Through linearization of
the yield criteria the optimization problem is stated as a linear
programming problem. Within the formulation of the discretized
model the optimal lower-bound solution is shown to be an
upper-bound solution, and thereby both the statics and kinematics
of the collapse mode are determined via the dual variables of the
LP-problem. In LimitS the following element types are implemented:
two- and three-dimensional beam elements; truss elements;
triangular slab elements; and shear and stringer elements for
plates with in-plane loading. Examples of all three problem types
are given including both limit state analysis and material
optimization.
Original language | English |
---|---|
Journal | Computers & Structures |
Volume | 64 |
Issue number | 1-4 |
Pages (from-to) | 709-718 |
ISSN | 0045-7949 |
Publication status | Published - 1997 |