Zobrazeno 1 - 10
of 10
pro vyhledávání: '"M. J. Casati"'
Publikováno v:
Materiales de Construccion, Vol 61, Iss 303, Pp 431-449 (2011)
This paper presents a numerical procedure to simulate the cracking process of the brickwork masonry under tensile/shear loading. The model is an extension of the cohesive model prepared by the authors for concrete, and takes into account the anisotro
Externí odkaz:
https://doaj.org/article/c44c41f6094b46d2bfc5b0d50762fe10
Publikováno v:
Materiales de Construccion, Vol 59, Iss 294, Pp 75-96 (2009)
Mechanical and physical properties of the masonry have a considerable bearing on the structural behaviour. Ancient buildings, like Leon’s cathedral, show uncertainty about real condition of the material and even structural compounds. These uncertai
Externí odkaz:
https://doaj.org/article/5589dcadcd264096a953406b560429d7
Publikováno v:
Materiales de Construccion, Vol 58, Iss 291, Pp 69-83 (2008)
This article discusses the results of research conducted on the failure behaviour of brick masonry under tensile and shear stress. The study was designed to develop test models and generate experimental results able to provide greater insight into te
Externí odkaz:
https://doaj.org/article/8f5c82fc7eb74e81abc74dee091cff92
Publikováno v:
Materiales de Construccion, Vol 65, Iss 320, Pp e067-e067 (2015)
This work relates the curing conditions of concrete with the damage caused by rapid freeze-thaw cycles (ASTM C 666). The “potential” durability of concrete after testing is also studied. In countries with a continental climate, the curing of conc
Externí odkaz:
https://doaj.org/article/ecacdc7055904dffb599602240336e73
Publikováno v:
Materiales de Construccion, Vol 65, Iss 317, Pp e048-e048 (2015)
Most of the standards that evaluate the resistance of concrete against freeze-thaw cycles (FTC) are based on the loss of weight due to scaling. Such procedures are useful but do not provide information about the microstructural deterioration of the c
Externí odkaz:
https://doaj.org/article/48dcb7195d664299bca0e2cf6bcf56ef
Autor:
J C Galvez Ruiz, M. J. Casati Calzada
Publikováno v:
Materiales de Construcción; Vol. 59 No. 294 (2009); 75-96
Materiales de Construcción; Vol. 59 Núm. 294 (2009); 75-96
Materiales de Construcción; Vol. 59 Núm. 294 (2009); 75-96
Mechanical and physical properties of the masonry have a considerable bearing on the structural behaviour. Ancient buildings, like Leon’s cathedral, show uncertainty about real condition of the material and even structural compounds. These uncertai
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7872d89ece098b154a8aa2540bcfd083
https://doi.org/10.3989/mc.2009.42907
https://doi.org/10.3989/mc.2009.42907
Publikováno v:
RILEM Bookseries ISBN: 9789400707221
This paper reports on damage evaluation of concrete subjected to freeze-thaw cycles using ultrasonic images. The use of automated ultrasonic inspection systems supplies velocity and attenuation maps, providing the spatial variations in velocity and a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::97ac08cad116bdc561f260fa55956cbf
https://doi.org/10.1007/978-94-007-0723-8_32
https://doi.org/10.1007/978-94-007-0723-8_32
Publikováno v:
Materiales de Construcción; Vol. 61 No. 303 (2011); 431-449
Materiales de Construcción; Vol. 61 Núm. 303 (2011); 431-449
Materiales de Construcción
Consejo Superior de Investigaciones Científicas (CSIC)
Materiales de Construccion, Vol 61, Iss 303, Pp 431-449 (2011)
Materiales de Construcción; Vol. 61 Núm. 303 (2011); 431-449
Materiales de Construcción
Consejo Superior de Investigaciones Científicas (CSIC)
Materiales de Construccion, Vol 61, Iss 303, Pp 431-449 (2011)
This paper presents a numerical procedure to simulate the cracking process of the brickwork masonry under tensile/shear loading. The model is an extension of the cohesive model prepared by the authors for concrete, and takes into account the anisotro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::6f3f12efdd2c0eba4142acee44389527
https://materconstrucc.revistas.csic.es/index.php/materconstrucc/article/view/615
https://materconstrucc.revistas.csic.es/index.php/materconstrucc/article/view/615
Publikováno v:
Materiales de Construcción. 58
This article discusses the results of research conducted on the failure behaviour of brick masonry under tensile and shear stress. The study was designed to develop test models and generate experimental results able to provide greater insight into te
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b8791a89a2528c31e707f4b301507fb8
https://doi.org/10.3989/mc.2008.v58.i291.108
https://doi.org/10.3989/mc.2008.v58.i291.108
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