Zobrazeno 1 - 10
of 47
pro vyhledávání: '"Shear compression test"'
Autor:
Elena Ferretti
Publikováno v:
Buildings, Vol 14, Iss 1, p 104 (2023)
This paper is the continuation of a previous study, which highlighted some inconsistencies in the RILEM guidelines for the interpretation of the diagonal compression test. Although improved compared to the ASTM guidelines, in fact, the RILEM guidelin
Externí odkaz:
https://doaj.org/article/6a583179666d4e80b5c3372e7eb99b9a
Akademický článek
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Akademický článek
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Kniha
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Publikováno v:
Metals, Vol 9, Iss 2, p 216 (2019)
Armour-Piercing (AP) projectiles constitute a major threat to be considered for the design of bi-layer-armour configurations constructed using a ceramic front plate backed with a composite/metal layer. When they are not made of tungsten-carbide the c
Externí odkaz:
https://doaj.org/article/47a63cec5f0348458a3593ec34362069
Publikováno v:
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Universitat Politècnica de Catalunya (UPC)
This paper reports an experimental programme on masonry walls composed of handmade solid clay brick and hydraulic lime mortar. Reversed cyclic shear compression tests were carried out on the walls in three different configurations: unreinforced, repa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::334239ba154c855f722701e9c98a3bc0
Autor:
Gesualdo A.
In this paper, the free oscillations of a masonry panel made of unilateral No-Tension material are analysed, by adopting essentially the model proposed by Jacques Heyman. The aim of this analysis is to quantify the role of the elasticity in compressi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3730::07818d50d4460fd01be1df5908ba0480
https://hdl.handle.net/11588/895208
https://hdl.handle.net/11588/895208
Publikováno v:
Materials, Vol 14, Iss 3063, p 3063 (2021)
Materials
Volume 14
Issue 11
Materials
Volume 14
Issue 11
In-plane strength of masonry walls is affected by the resistant mechanisms activated in the walls, i.e., related to flexural or shear behavior. The latter one can occur in the walls according to different failure modes depending on both mortar and un
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::27a0329ad16425477a49c80343bf5318
http://hdl.handle.net/11588/864003
http://hdl.handle.net/11588/864003
Autor:
Edurne Iriondo, Fernando Veiga, Franck Girot Mata, Philippe Darnis, Catherine Froustey, Sandra Guérard, Trunal Bhujangrao
Publikováno v:
Archives of civil and mechanical engineering
Archives of civil and mechanical engineering, 2021, 21 (2), pp.45. ⟨10.1007/s43452-021-00194-7⟩
Archives of Civil and Mechanical Engineering
Archives of civil and mechanical engineering, 2021, 21 (2), pp.45. ⟨10.1007/s43452-021-00194-7⟩
Archives of Civil and Mechanical Engineering
The experimental characterization of the material under shear loading is essential for researchers to study the plastic behavior of materials during manufacturing processes. Indeed, regardless of the loading mode, ductile materials mainly deform plas
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a415852e32b18d483a13a6c7a8a1c81e
https://zenodo.org/record/4591132
https://zenodo.org/record/4591132
Autor:
Rezaie, Amir
After an earthquake, the structural safety of all buildings in the affected region needs to be assessed. This is currently done by a visual inspection of each building. This approach is very time-consuming and requires a significant amount of experti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e8afb0973e8489eb0cdd856c2d2b194c