Level set topology optimization of structural problems with interface cohesion. (17th March 2017)

• Record Type: Journal Article
• Authors: Behrou, Reza; Lawry, Matthew; Maute, Kurt
• Is Part Of: International journal for numerical methods in engineering. Volume 112:Number 8(2017)
• Page Start: 990
• Page End: 1016
• Publication Date: 2017-03-17
• Subjects: topology optimization -- level set method -- extended finite element method -- cohesive zone model -- contact -- adaptive dynamic relaxation; Numerical analysis -- Periodicals; Engineering mathematics -- Periodicals; 620.001518
• DOI: 10.1002/nme.5540
• Languages: English
• ISSNs: 0029-5981

Abstract

Summary: This paper presents a finite element topology optimization framework for the design of two‐phase structural systems considering contact and cohesion phenomena along the interface. The geometry of the material interface is described by an explicit level set method, and the structural response is predicted by the extended finite element method. In this work, the interface condition is described by a bilinear cohesive zone model on the basis of the traction‐separation constitutive relation. The non‐penetration condition in the presence of compressive interface forces is enforced by a stabilized Lagrange multiplier method. The mechanical model assumes a linear elastic isotropic material, infinitesimal strain theory, and a quasi‐static response. The optimization problem is solved by a nonlinear programming method, and the design sensitivities are computed by the adjoint method. The performance of the presented method is evaluated by 2D and 3D numerical examples. The results obtained from topology optimization reveal distinct design characteristics for the various interface phenomena considered. In addition, 3D examples demonstrate optimal geometries that cannot be fully captured by reduced dimensionality. The optimization framework presented is limited to two‐phase structural systems where the material interface is coincident in the undeformed configuration, and to structural responses that remain valid considering small strain kinematics. Copyright © 2017 John Wiley & Sons, Ltd.