Computers & structures, 2009-05, Vol.87 (9), p.521-533
2009
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Details
- Autor(en) / Beteiligte
- Titel
- Masonry and monolithic circular arches strengthened with composite materials – A finite element model
- Ist Teil von
- Computers & structures, 2009-05, Vol.87 (9), p.521-533
- Ort / Verlag
- Kidlington: Elsevier Ltd
- Erscheinungsjahr
- 2009
- Quelle
- ScienceDirect
- Beschreibungen/Notizen
- A finite element model for the stress analysis of circular arches strengthened with composite materials is developed. The formulation uses the principle of virtual work, the Bernoulli–Euler curved beam theory for the arch and the composite reinforcement, and a high-order kinematic assumption that satisfies the compatibility and (with the constitutive laws) the tangential equilibrium conditions of the adhesive. The character of the masonry arch is introduced through the constitutive equations with a distinction between the masonry units and the mortar joints. Convergence and numerical studies that support using high-order shape functions and examine the capabilities of the model are presented.
- Sprache
- Englisch
- Identifikatoren
- ISSN: 0045-7949eISSN: 1879-2243DOI: 10.1016/j.compstruc.2009.02.004Titel-ID: cdi_proquest_miscellaneous_903628441
- Format
- –
- Schlagworte
- Applied sciences, Building structure, Buildings. Public works, Computational techniques, Concretes. Mortars. Grouts, Construction (buildings and works), Exact sciences and technology, Finite element analysis, FRP, Fundamental areas of phenomenology (including applications), High-order models, Interfacial stresses, Masonry arch, Masonry structure, Materials, Mathematical methods in physics, Physics, Solid mechanics, Strengthening, Structural and continuum mechanics