Design sensitivity analysis for optimal design of geometrically nonlinear lattice structures. (1st August 2018)

• Record Type: Journal Article
• Authors: Fu, Ji-Yang; Wu, Ben-Gang; Wu, Jiu-Rong; Deng, Ting; Pi, Yong-Lin; Xie, Zhuang-Ning
• Is Part Of: Engineering structures. Volume 168(2018)
• Page Start: 915
• Page End: 928
• Publication Date: 2018-08-01
• Subjects: Design sensitivity analysis -- Non-linear critical load factor -- Tangent stiffness matrix -- Wind resistant structural optimization -- Two-point approximation -- Lattice structure; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2018.04.046
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: A new approach for the design sensitivity analysis of the displacement, stress, critical load factor was proposed for the linear and nonlinear space frame structures. Introduction and derivation of design sensitivity analyses of the global internal force vector with respect to design variables for the space frame system. Results of the proposed approach for the design sensitivity of the displacement, stress, and critical load factor agree well with the theoretical counterparts and results reported in the literature. The proposed approach can be integrated with the Optimally Criteria structural optimization method for the wind-resistant optimization design of linear and non-linear lattice tower. Abstract: Lattice structures are quite sensitive to the lateral wind loading and prone to the nonlinear behavior and lateral buckling. However, research on the design sensitivity analysis for lattice structures accounting for the geometric nonlinearity is rarely reported in the literature. An approach is proposed in this paper for the design sensitivity analysis for the nodal displacements, element stresses and critical load factor of linear and nonlinear lattice structures. For this, a design sensitivity formula of the global internal force vector with respect to design variables is first derived. A three-bar planar truss is then used to verify the proposed sensitivity analysis formula for the global internal force and the corresponding displacements and stresses. The ability of the proposed approach in estimating the critical load factor and computing its design sensibility is also proposed and compared with those results reported in the literature for a 3D roof structure. Good agreements between the results of the proposed approach with theoretical counterparts and those reported in the literature demonstrate that the proposed approach is effective and accurate. Finally, a real 3D lattice structure is adopted to investigate the application and effectiveness of the proposed approach for the design sensitivity analysis on the structure under wind actions. Results of design sensitivity for the lattice structure under wind actions show that the proposed approach could be used to estimate the design sensitivities effectively for both linear and nonlinear structural systems.