A Multi-Pier-Macro MPM method for the progressive failure analysis of perforated masonry walls in-plane loaded. (September 2021)

• Record Type: Journal Article
• Authors: Pirsaheb, Hiva; Wang, Peixuan; Javad Moradi, Mohammad; Milani, Gabriele
• Is Part Of: Engineering failure analysis. Volume 127(2021)
• Publication Date: 2021-09
• Subjects: Masonry -- In-plane loads -- Progressive failure analysis -- multi-pier method MP -- Complex geometries with perforations, full scale masonry walls; System failures (Engineering) -- Periodicals; Fracture mechanics -- Periodicals; Reliability (Engineering) -- Periodicals; Pannes -- Périodiques; Rupture, Mécanique de la -- Périodiques; Fiabilité -- Périodiques; Fracture mechanics; Reliability (Engineering); System failures (Engineering); Periodicals; Electronic journals; 620.112
• DOI: 10.1016/j.engfailanal.2021.105528
• Languages: English
• ISSNs: 1350-6307

Abstract

Highlights: Multi-Pier-Macro MPM numerical model for in-plane loaded masonry. Substitution of the 2D continuum with few trusses having equivalent properties. Efficiency hugely improved when compared with classic Multi Pier MP approach. Satisfactory predictivity of the non-linear behavior with very limited computer burden. Direct utilization in design without the need to implement ad hoc constitutive equations. Abstract: The aim of this paper is to present and put at disposal a reliable numerical procedure called MPM (Multi-Pier-Macro) method that can be used by unexperienced practitioners by means of a software equipped only with non-linear truss elements with softening for the progressive failure analysis of large scale perforated masonry walls in-plane loaded. The authors have a previous successful experience in the field, with a procedure proposed called MP Multi-Pier approach that relies into the substitution of a masonry wall in plane loaded with a composition of trusses, typically two vertical piers and braces. The intrinsic drawbacks of the MP method (mainly the large number of elements needed for the analyses) is here overcome, modeling each pier, spandrel and cross-joint belonging to a large and perforated wall with the minimum number of truss elements (piers and braces), having in mind to carry out very fast but reliable progressive failure analyses for large existing structures subjected to horizontal loads. To achieve such goal, for each single element used, suitable equivalent geometric and mechanical properties are assigned, assuring the equivalence element by element of the 1D mesh with the continuum in terms of elastic energy, behavior at peak and softening branch. MPM is benchmarked on two large scale perforated walls, where the results of several previous models are available from the literature, showing satisfactory accuracy in the reproduction of the global behavior and the activation of the mechanisms inducing the collapse.