The obstacle problem in masonry structures and cable nets
Ada Amendola, Ornella Mattei, Graeme W. Milton, Pierre Seppecher

TL;DR
This paper addresses the problem of designing force-supporting nets in masonry and cable structures that avoid obstacles, using linear and quadratic programming to identify feasible configurations in 2D.
Contribution
It introduces a method to determine feasible net configurations supporting prescribed forces while avoiding obstacles, including reactive forces and forces acting on segments.
Findings
Feasible regions are computed via linear programming for single obstacles.
The method extends to multiple obstacles and reactive forces.
Quadratic programming handles forces acting on line segments.
Abstract
We consider the problem of finding a net that supports prescribed forces applied at prescribed points, yet avoids certain obstacles, with all the elements of the net under compression (strut net) or under tension (cable web). In the case of masonry structures, for instance, this consists in finding a strut net that supports the forces, is contained within the physical structure, and avoids regions that may be not accessible due, for instance, to the presence of holes. We solve such a problem in the two-dimensional case, where the prescribed forces are applied at the vertices of a convex polygon, and we treat the cases of both single and multiple obstacles. By approximating the obstacles by polygonal regions, the task reduces to identifying the feasible domain in a linear programming problem. For a single obstacle we show how the region available to the obstacle can be enlarged…
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Taxonomy
TopicsMasonry and Concrete Structural Analysis · Computational Geometry and Mesh Generation · 3D Shape Modeling and Analysis
