Finite Element Studies in the Out-Of-Plane Failure of Unreinfored Masonry
نویسنده
چکیده
This paper describes finite element studies of one-way out-of-plane failure of unreinforced masonry walls under static loading. The studies are early steps in the development of a method that will be applicable to two-way out-of-plane failure of walls under dynamic loading. The approach is based on a discrete-crack approach, where mortar beds are modelled using contact-interface elements, and masonry blocks are represented as assemblies of elastic eight-node elements. Predictions of the method are compared with published theoretical and experimental results, showing very good agreement with theory and reasonable agreement with experiment, considering uncertainties in boundary conditions and other factors.
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