NDLI: Explicit solutions for depressed masonry arches loaded until collapse—Part II: a solution method for statically indeterminate systems

Content Provider	Springer Nature Link
Author	Aita, Danila Barsotti, Riccardo Bennati, Stefa
Copyright Year	2016
Abstract	In this second part of the paper we use the results obtained in the first part in order to build the solution to two statically indeterminate cases of a depressed masonry arch. As in the first part, the arch is modeled as a one-dimensional curved nonlinear elastic beam made of a material that is by hypothesis incapable of withstanding significant tensile stresses. We find the explicit expressions for the displacements and rotations of the cross-sections of the arch subject to a uniformly distributed load. Such explicit analytical expressions may constitute an effective benchmark for validating numerical solution methods. The evolution of the solution with increasing load is described thoroughly, and an extension of the proposed method to general constraint conditions illustrated. Finally, some considerations are advanced regarding the mechanical behavior of depressed masonry arches near collapse.
Starting Page	1093
Ending Page	1106
Page Count	14
File Format	PDF
ISSN	00256455
Journal	Meccanica
Volume Number	52
Issue Number	4-5
e-ISSN	15729648
Language	English
Publisher	Springer Netherlands
Publisher Date	2016-05-13
Publisher Place	Dordrecht
Access Restriction	One Nation One Subscription (ONOS)
Subject Keyword	Collapse Masonry arches Nonlinear elastic analysis Limit analysis Classical Mechanics Civil Engineering Automotive Engineering Mechanical Engineering
Content Type	Text
Resource Type	Article
Subject	Mechanics of Materials Condensed Matter Physics Mechanical Engineering

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