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Analysis of 3D
no-tension masonry-like walls
Deborah Briccola, Matteo Bruggi and Alberto Taliercio |
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Vol. 13 (2018), No. 5, 631–646
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DOI: 10.2140/jomms.2018.13.631
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Abstract |
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Modeling masonry as a linear elastic no-tension material, an original approach is implemented to analyze 3D structural elements, with special attention to walls. Masonry is replaced by a suitable equivalent orthotropic material with spatially varying elastic properties and negligible stiffness in case of tensile strain. An energy-based minimization problem is implemented to define the distribution and the orientation of the equivalent material for a given compatible load, so as to obtain a compressive state of stress throughout the structural element. A regular mesh of hexahedrons is used to speed up the sensitivity analysis. The capabilities of the approach in predicting no-tension stress solutions in masonry walls is shown, considering dead loads and both in-plane and out-of-plane live loads. |
Keywords
no-tension materials, masonry walls, pushover analysis
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Milestones
Received: 29 April 2018
Revised: 25 July 2018
Accepted: 3 December 2018
Published: 28 March 2019
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Authors |
| Deborah Briccola | |
| Department of Civil and
Environmental Engineering Politecnico di Milano Milano Italy |
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| Matteo Bruggi | |
| Department of Civil and
Environmental Engineering Politecnico di Milano Milano Italy |
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| Alberto Taliercio | |
| Department of Civil and
Environmental Engineering Politecnico di Milano Milano Italy |
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