Topology optimization of structures with stress constraints: Aeronautical applications

Topology optimization of structures is nowadays the most active and widely studied branch in structural optimization. This paper develops a minimum weight formulation for the topology optimization of continuum structures. This approach also includes stress constraints and addresses important topics like the efficient treatment of a large number of stress constraints, the approach of discrete solutions by using continuum design variables and the computational cost. The proposed formulation means an alternative to maximum stiffness formulations and offers additional advantages. The minimum weight formulation proposed is based on the minimization of the weight of the structure. In addition, stress constraints are included in order to guarantee the feasibility of the final solution obtained. The objective function proposed has been designed to force the convergence to a discrete solution in the final stages of the optimization process. Thus, near discrete solutions are obtained by using continuum design variables. The robustness and reliability of the proposed formulation are verified by solving application examples related to aeronautical industry.

[1]  Ole Sigmund,et al.  New Developments in Handling Stress Constraints in Optimal Material Distributions , 1998 .

[2]  J. T. Pereira,et al.  Topology optimization of continuum structures with material failure constraints , 2004 .

[3]  Fermín Navarrina,et al.  High order shape design sensitivity: a unified approach , 2000 .

[4]  Bruce R. Feiring Linear Programming: An Introduction , 1986 .

[5]  M. Bendsøe Optimal shape design as a material distribution problem , 1989 .

[6]  J. Martins,et al.  Brazil On Structural Optimization Using Constraint Aggregation , 2005 .

[7]  I. Colominas,et al.  Block aggregation of stress constraints in topology optimization of structures , 2007, Adv. Eng. Softw..

[8]  José París López Restricciones en tensión y minimización del peso una metodología general para la optimización topológica de estructuras , 2011 .

[9]  G. Rozvany,et al.  Extended exact solutions for least-weight truss layouts—Part I: Cantilever with a horizontal axis of symmetry , 1994 .

[10]  M. Bendsøe,et al.  Topology optimization of continuum structures with local stress constraints , 1998 .

[11]  F. Navarrina,et al.  Topology optimization of continuum structures with local and global stress constraints , 2009 .

[12]  R. Fletcher Practical Methods of Optimization , 1988 .

[13]  Gengdong Cheng,et al.  STUDY ON TOPOLOGY OPTIMIZATION WITH STRESS CONSTRAINTS , 1992 .

[14]  Ignasi Colominas Ezponda,et al.  Topology optimization of structures: A minimum weight approach with stress constraints , 2005, Adv. Eng. Softw..

[15]  Mathias Stolpe,et al.  On the trajectories of the epsilon-relaxation approach for stress-constrained truss topology optimization , 2001 .

[16]  J. Par,et al.  Global Versus Local Statement Of StressConstraints In Topology Optimization OfContinuum Structures , 2007 .

[17]  Martin P. Bendsøe,et al.  Optimization of Structural Topology, Shape, And Material , 1995 .

[18]  M. Bendsøe,et al.  Generating optimal topologies in structural design using a homogenization method , 1988 .

[19]  Fermín Navarrina,et al.  An efficient MP algorithm for structural shape optimization problems , 2001 .

[20]  Pierre Duysinx,et al.  Topology Optimization with Different Stress Limit in Tension and Compression , 1999 .

[21]  G. Rozvany,et al.  Extended exact least-weight truss layouts—Part II: Unsymmetric cantilevers , 1994 .

[22]  G. Cheng,et al.  ε-relaxed approach in structural topology optimization , 1997 .

[23]  Fermín Navarrina,et al.  Block Aggregation Of Stress Constraints InTopology Optimization Of Structures , 2007 .