An energy-based strategy to find admissible thrust networks compatible with foundation settlements in masonry structures. (October 2022)

• Record Type: Journal Article
• Authors: Maia Avelino, R.; Iannuzzo, A.; Van Mele, T.; Block, P.
• Is Part Of: Mechanics research communications. Volume 125(2022)
• Publication Date: 2022-10
• Subjects: Limit analysis -- Thrust network analysis -- Complementary energy -- Foundation settlements -- Cracks; Mechanics, Applied -- Periodicals; Mécanique appliquée -- Périodiques; Mechanics, Applied; Periodicals; 530
• DOI: 10.1016/j.mechrescom.2022.103978
• Languages: English
• ISSNs: 0093-6413

Abstract

Abstract: This paper presents an energy-based methodology to compute internal stress states compatible with foundation settlements in masonry structures. The method is based on the application of Thrust Network Analysis (TNA). TNA is a lower-bound method that searches for admissible force networks in masonry structures by solving a constrained nonlinear optimisation problem (NLP) in which constraints enforce the limit analysis' admissibility criteria. In this paper, the objective function minimises the complementary energy, which directly considers prescribed foundation displacements. This minimum energy criterion allows selecting among the infinite admissible stress states, the ones compatible with the settlements, suggesting potential crack regions at the onset of the motion. Application to general two- and three-dimensional masonry structures under vertical and horizontal loads are presented. The method has the potential to link internal stress states to boundary displacements and, thus, give mechanical meaning to typical crack patterns observed in masonry structures. Highlights: Complementary energy minimisation finding stresses compatible with given settlements. Derivation of the complementary energy for unilateral material using thrust networks. Determining internal stress state and the crack pattern at the onset of the motion. Applications to three-dimensional structures under general boundary displacements. Analysis of the combined effects of settlements and horizontal loads.