Numerical analysis of mixe-mode fracture of brickwork masonry with embedded discontinuity elements

Reyes Pozo, Encarnación; Gálvez Ruíz, Jaime y Casati Calzada, María Jesús (2011). Numerical analysis of mixe-mode fracture of brickwork masonry with embedded discontinuity elements. En: "XI International Conference on Computational Plasticity Fundamentals and Applications (COMPLAS XI)", 07/09/2011 - 09/09/2011, Barcelona, España.

Descripción

Título: Numerical analysis of mixe-mode fracture of brickwork masonry with embedded discontinuity elements
Autor/es:
  • Reyes Pozo, Encarnación
  • Gálvez Ruíz, Jaime
  • Casati Calzada, María Jesús
Tipo de Documento: Ponencia en Congreso o Jornada (Otro)
Título del Evento: XI International Conference on Computational Plasticity Fundamentals and Applications (COMPLAS XI)
Fechas del Evento: 07/09/2011 - 09/09/2011
Lugar del Evento: Barcelona, España
Título del Libro: XI International Conference on Computational Plasticity Fundamentals and Applications (COMPLAS XI)
Fecha: 2011
Materias:
Escuela: E.T.S.I. Caminos, Canales y Puertos (UPM)
Departamento: Ingeniería Civil: Construcción
Licencias Creative Commons: Reconocimiento - Sin obra derivada - No comercial

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Resumen

One of the common pathologies of brickwork masonry structural elements and walls is the cracking associated with the differential settlements and/or excessive deflections of the slabs along the life of the structure. The scarce capacity of the masonry in order to accompany the structural elements that surround it, such as floors, beams or foundations, in their movements makes the brickwork masonry to be an element that frequently presents this kind of problem. This problem is a fracture problem, where the wall is cracked under mixed mode fracture: tensile and shear stresses combination, under static loading. Consequently, it is necessary to advance in the simulation and prediction of brickwork masonry mechanical behaviour under tensile and shear loading. The quasi-brittle behaviour of the brickwork masonry can be studied using the cohesive crack model whose application to other quasibrittle materials like concrete has traditionally provided very satisfactory results.

Más información

ID de Registro: 12547
Identificador DC: http://oa.upm.es/12547/
Identificador OAI: oai:oa.upm.es:12547
Depositado por: Memoria Investigacion
Depositado el: 27 Feb 2013 09:31
Ultima Modificación: 21 Abr 2016 11:49
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