A force-based mathematical programming method for the incremental analysis of 3D frames with non-holonomic hardening plastic hinges. (1st October 2018)

• Record Type: Journal Article
• Authors: Patsios, Theodoros N.; Spiliopoulos, Konstantinos V.
• Is Part Of: Computers & structures. Volume 208(2018)
• Page Start: 51
• Page End: 74
• Publication Date: 2018-10-01
• Subjects: Force method -- Mathematical programming -- Non-holonomic plastic hinges -- Material hardening -- Pushover analysis -- Cyclic loading; Structural engineering -- Data processing -- Periodicals; Electronic data processing -- Structures, Theory of -- Periodicals; 624.171
• DOI: 10.1016/j.compstruc.2018.05.011
• Languages: English
• ISSNs: 0045-7949

Abstract

Abstract: In this work, a fully automated, step-by-step, 1st order matrix force method is developed for the analysis of planar (2D) and spatial (3D) structural frames made of elastic-hardening plastic material. Plasticity (ideal and hardening) is modelled using plastic hinges of zero-length. The proposed automation techniques utilize Lagrange multipliers to model all forms of discontinuities in a simple and efficient way, within the framework of mathematical programming: internal discontinuities ( e.g. articulations) as well as element eccentricities are taken into account. The problem may be solved using any quadratic/non-linear optimization algorithm with linear constraints; the redundant forces/moments serve as the primary unknowns. A load-controlled numerical strategy that is suitable for any predefined loading scenario analysis is proposed; its efficiency is demonstrated via a set of examples which are compared with existing results from the literature or output from commercial software based on the equivalent direct stiffness method.