Zobrazeno 1 - 10
of 97
pro vyhledávání: '"D.V. Bompa"'
Publikováno v:
Cleaner Materials, Vol 12, Iss , Pp 100242- (2024)
This work examines the environmental impact of low-carbon concrete that incorporates supplementary cementitious materials (SCMs). After reviewing near-zero carbon SCMs and low-carbon concrete, a life cycle assessment (LCA) was undertaken for concrete
Externí odkaz:
https://doaj.org/article/1ac5ac42f6734b47b94fec19061c7c84
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Compressive and splitting tensile impact properties of rubberised one-part alkali-activated concrete
Publikováno v:
Journal of Building Engineering. 71:106596
This paper presents an experimental assessment of the compressive and splitting tensile properties of rubberised one-part alkali-activated concrete under quasi-static and low-velocity impact loading. An optimised mix design, employing blast furnace s
This paper examines the behaviour of circular steel tubes infilled with concrete incorporating recycled rubber particles. The rubberised concrete-filled steel tubes are tested under lateral cyclic deformations with and without co-existing axial loadi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::78df2e76eddd47ec7da21c6174b1d808
http://hdl.handle.net/10044/1/100314
http://hdl.handle.net/10044/1/100314
This study deals with the development and assessment of rubberised one-part alkali-activated concrete. An experimental programme, focusing on optimising the material proportions for high flowability and compressive strength, is firstly described. Thi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8250aee406b264148c649ca0f8ee68fa
http://hdl.handle.net/10044/1/99720
http://hdl.handle.net/10044/1/99720
This paper presents an experimental and numerical study into the behaviour of rubberised concrete-filled steel tubes (RuCFST), incorporating concrete with relatively high rubber replacements of up to 60% of mineral aggregates by volume. Axial compres
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9af86d1b20b6b0a72332aaa5ce7299f7
http://hdl.handle.net/10044/1/99854
http://hdl.handle.net/10044/1/99854
This study examines the in-plane cyclic response of historic masonry elements using a micro modelling approach that incorporates damage-plasticity and surface-based cohesive-contact interface approaches. The nonlinear procedures adopted are validated
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2517d43ba625f5836371c38a8b4767a5
http://hdl.handle.net/10044/1/98848
http://hdl.handle.net/10044/1/98848
Publikováno v:
Journal of Building Engineering. 65:105631
Publikováno v:
Engineering Structures. 281:115758
This paper examines the cyclic performance of reduced beam section (RBS) moment connections incorporating larger member sizes than those allowed in the current seismic provisions for prequalified steel connections, through experimentally validated th
Akademický článek
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