Zobrazeno 1 - 10
of 43
pro vyhledávání: '"Pietro Giovanni Bocca"'
Publikováno v:
International Journal of Architectural Heritage. 8:336-348
An innovative laboratory procedure for the pre-qualification of repair mortars is described. The tested mortars are suitable for use with new dehumidified plasters applied to historical masonry walls. Long-term plaster detachment frequently occurs be
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::dc09778dd06f977a28d079ac61d4d59c
https://doi.org/10.1080/15583058.2013.826304
https://doi.org/10.1080/15583058.2013.826304
Publikováno v:
Ultrasonics. 52:712-719
The effects of localized nonlinearities on the reciprocity principle in the context of ultrasounds and nonlinear elasticity are discussed in this paper. Experiments will be presented to prove that a localized crack in a concrete beam causes a break o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c1ec5b1874873c3616e98e8262929499
https://doi.org/10.1016/j.ultras.2012.01.010
https://doi.org/10.1016/j.ultras.2012.01.010
Publikováno v:
International Journal of Architectural Heritage. 6:302-321
This study describes an innovative laboratory procedure used as a preliminary design stage for the pre-qualification of strengthening mortars applied to historic masonry buildings. An investigation of the long-term behavior of different strengthening
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8816c8a94a1a05348e88b9593cff3fc3
https://doi.org/10.1080/15583058.2010.534232
https://doi.org/10.1080/15583058.2010.534232
Publikováno v:
Advanced Materials Research. :2461-2464
The aim of this work is to analyse the mechanical response of the masonry specimens under long-term action by means of cyclic tests. To this end laboratory tests were carried out at the Non-Destructive Testing Laboratory of the Politecnico di Torino.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4e156581ff44f6073f684ac62959c719
https://doi.org/10.4028/www.scientific.net/amr.163-167.2461
https://doi.org/10.4028/www.scientific.net/amr.163-167.2461
Publikováno v:
Key Engineering Materials. :125-128
An experimental analysis on a set of strengthened masonry walls has been carried out by means of cyclic loading tests in order to simulate the creep effects. Laboratory tests were carried out at the Non-Destructive Testing Laboratory of the Politecni
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9b162a716e81d988a1773f23f2bbd20d
https://doi.org/10.4028/www.scientific.net/kem.452-453.125
https://doi.org/10.4028/www.scientific.net/kem.452-453.125
Autor:
Pietro Giovanni Bocca, Caterina Letizia Elisabetta Bruno, Paola Antonaci, Antonio Gliozzi, Marco Scalerandi
Publikováno v:
Key Engineering Materials. :41-44
The evolution of concrete behavior in the proximity of a joint under the effect of varying external pressures is studied by means of a novel nonlinear ultrasonic technique denoted as Scaling Subtraction Method. The results obtained show that the prop
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d1ea9dbcfe334b078dc058fa0010e11c
https://doi.org/10.4028/www.scientific.net/kem.417-418.41
https://doi.org/10.4028/www.scientific.net/kem.417-418.41
Autor:
Giuseppe Lacidogna, Pietro Giovanni Bocca, Alberto Carpinteri, Davide Masera, Alessandro Grazzini, Amedeo Manuello
Publikováno v:
BASE-Bielefeld Academic Search Engine
An experimental analysis on a set of strengthened masonry walls has been carried out by means of cyclic loading tests in order to simulate the creep effects. The damage evolution of specimens reinforced by traditional or innovative methods is evaluat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d65b340cfbb94f5647796c90c0232b86
https://doi.org/10.4028/www.scientific.net/kem.417-418.237
https://doi.org/10.4028/www.scientific.net/kem.417-418.237
Publikováno v:
Journal of Materials in Civil Engineering. 18:634-640
The paper presents the results of an experimental investigation conducted on clay bricks and different types of restoration products commonly available on the European market, specifically a tixotropic mix for production of mortars and structural pla
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c0060ca77b628528dac60185c92ab7e1
https://doi.org/10.1061/(asce)0899-1561(2006)18:5(634)
https://doi.org/10.1061/(asce)0899-1561(2006)18:5(634)
Autor:
M. Crotti, Pietro Giovanni Bocca
Publikováno v:
Materials and Structures. 36:40-45
Concrete structures are subjected to cylic loading throughout their service life. This article examines the changes taking place in the mechanical properties of concrete specimens under a limited number of compressive loading cycles involving high lo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c9ea6d7b892e42eb875976392b1089ac
https://doi.org/10.1007/bf02481569
https://doi.org/10.1007/bf02481569
Publikováno v:
Journal of Civil Engineering and Architecture. 8
Often masonry walls of historical buildings are subject to rising damp effects due to capillary or rain infiltrations. In the time, their cyclic action produces decay and delamination of historical plasters. An experimental laboratory procedure for t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1bc9abd8bc8659a9cf46c0757f50186a
https://doi.org/10.17265/1934-7359/2014.01.006
https://doi.org/10.17265/1934-7359/2014.01.006