Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Amirhosein Sahraei Moghadam"'
Publikováno v:
Journal of Structural and Construction Engineering, Vol 6, Iss شماره ویژه 4, Pp 5-26 (2019)
Fiber concretes are a new type of composite material in the manufacturing industry, due to lack of information, identification behavioral characteristics requires laboratory studies. In this research, the bending behavior one layer and multi-layer sl
Externí odkaz:
https://doaj.org/article/f3a1f71e56ef46659a624b21296440ca
Publikováno v:
Neural Computing and Applications. 35:8487-8503
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::95070cf5254dad9f472ae2c805b74371
https://doi.org/10.1007/s00521-022-08126-z
https://doi.org/10.1007/s00521-022-08126-z
Publikováno v:
International Journal of Civil Engineering. 20:41-55
This study presents an experimental investigation to assess the feasibility of using concrete wastes in concrete production. To this end, natural aggregates were replaced by recycled concrete aggregates (RCA) with amounts of 0, 25, 50, 75, and 100% b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fe46913e3cd44afdde8b912ffa843430
https://doi.org/10.1007/s40999-021-00656-2
https://doi.org/10.1007/s40999-021-00656-2
Publikováno v:
Journal of Building Engineering. :106906
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::158ca707817c36c6a9be81e6e6b37757
https://doi.org/10.1016/j.jobe.2023.106906
https://doi.org/10.1016/j.jobe.2023.106906
Publikováno v:
Structures. 29:1723-1733
The purpose of this study was to investigate the flexural and impact behavior of functionally graded reinforced cementitious composite (FGRCC) panels. For this reason, steel and nylon fibers were used for panel reinforcement. Although, all the panels
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::480ad5cd474c932a825e5998e195b260
https://doi.org/10.1016/j.istruc.2020.12.042
https://doi.org/10.1016/j.istruc.2020.12.042
Publikováno v:
KSCE Journal of Civil Engineering. 25:843-853
In this study, 10 different types of walls were made by fiber reinforced self-compacting concrete. The concrete walls were reinforced with steel and nylon fibers. The results of rheological tests showed that the steel and nylon fibers have a negative
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e65a8ab7e76a1d1e9b9cb9d1d47d95d5
https://doi.org/10.1007/s12205-021-2016-3
https://doi.org/10.1007/s12205-021-2016-3
Publikováno v:
SSRN Electronic Journal.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::afcb2d24459049ac3400aefd30ccc780
https://doi.org/10.2139/ssrn.4108581
https://doi.org/10.2139/ssrn.4108581
Publikováno v:
Construction and Building Materials. 300:124284
The initial strength of concrete wastes is one of the most influential parameters in the behavior of recycled concrete. In this paper, in the production of recycled concrete aggregates (RCA), three types of concrete wastes with initial strength of 20
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::15df01aff4e7d0668835ab9c2551f67c
https://doi.org/10.1016/j.conbuildmat.2021.124284
https://doi.org/10.1016/j.conbuildmat.2021.124284
Publikováno v:
Construction and Building Materials. 289:123134
This study presents the results of an experimental/analytical investigation on the development of eco-efficient concrete. In this study, natural aggregates (NA) were replaced by recycled concrete aggregate (RCA) with amounts of 0, 25, 50, 75, and 100
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3175ce5f3ddcd22c152ce817a421b156
https://doi.org/10.1016/j.conbuildmat.2021.123134
https://doi.org/10.1016/j.conbuildmat.2021.123134
Publikováno v:
Construction and Building Materials. 237:117522
The purpose of this study was to investigate the impact strength of functionally graded reinforce concrete (FGRC) slabs made with self-compacting cementitious composites. To this end, 60 slabs measuring 40 × 40 × 7.5 cm which had been reinforced wi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3e66daaf21df4c4f58b694539ec77a05
https://doi.org/10.1016/j.conbuildmat.2019.117522
https://doi.org/10.1016/j.conbuildmat.2019.117522