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Publikováno v:
Composite Structures. 303:116333
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7e654fef284d07a0737df248afdf198a
https://doi.org/10.1016/j.compstruct.2022.116333
https://doi.org/10.1016/j.compstruct.2022.116333
Publikováno v:
Construction and Building Materials. 84:444-453
This work is aimed to study the effect of incorporating recycled modified polypropylene (PP) plastic particles on the workability and mechanical behavior of self-compacting lightweight concrete (SCLC). Four replacement levels (10%, 15%, 20% and 30%)
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3e786df8d47597ca28012c25df81d1e5
https://doi.org/10.1016/j.conbuildmat.2015.03.038
https://doi.org/10.1016/j.conbuildmat.2015.03.038
Autor:
Shu-tong Yang, Wei-chao Zheng
Publikováno v:
DEStech Transactions on Materials Science and Engineering.
The generation of steel slag and fly-ash as industrial waste is very high with the development of industry. The accumulation of the waste not only takes the large amount of land but also causes some environmental problems. The intention of this paper
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f0c467260353f45cf452763510217320
https://doi.org/10.12783/dtmse/ictim2017/10189
https://doi.org/10.12783/dtmse/ictim2017/10189
Publikováno v:
Construction and Building Materials. 73:764-770
The strength of concrete under multiaxial tension–compression (biaxial tension–compression (T–C) and triaxial tension–compression–compression (T–C–C)) in the direction of tensile stress and compressive stress was lower than the uniaxial
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::812a91d2d239771e52d2e0ace10d017c
https://doi.org/10.1016/j.conbuildmat.2014.09.035
https://doi.org/10.1016/j.conbuildmat.2014.09.035
Publikováno v:
Key Engineering Materials. :961-964
Most of the previous studies utilized the maximum applied load and the initial crack length to determine the fracture criterion for Ⅰ-Ⅱ mixed mode fracture of concrete. Actually, the crack has propagated in the ultimate state due to the semi-brit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f7c94decc6161577fea82a1360b8ba14
https://doi.org/10.4028/www.scientific.net/kem.348-349.961
https://doi.org/10.4028/www.scientific.net/kem.348-349.961