Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Ai‐Jiu Chen"'
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 16, Iss 1, Pp 1-12 (2022)
Abstract Scholars have studied the impact of rubber particles (RPs) on the performance of the concrete and the research topics have covered all the mechanical properties and durability of normal concrete (NC). Recently, scholars have turned their res
Externí odkaz:
https://doaj.org/article/d375b27c635145c3bd24343dcec31540
Autor:
Shu-Shan Li, Tian-Cheng Jin, Li-Ang Zheng, Guang-Yao Zhang, Hong-Mei Li, Ai-Jiu Chen, Wei Xie
Publikováno v:
Materials, Vol 16, Iss 17, p 6023 (2023)
As a transfer member at the discontinuous place of vertical load, the deep beam has a complex stress mechanism and many influencing factors, such as compressive strength of concrete, shear span ratio, and reinforcement ratio. At the same time, the st
Externí odkaz:
https://doaj.org/article/a806dd54f117451499aa2f1cc00dd69b
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 15, Iss 1, Pp 1-14 (2021)
Abstract Rubberized concrete is an environmentally friendly building material that mixes rubber particles from old automobile tires into normal concrete in place of fine aggregate. The addition of rubber particles can improve the abrasion resistance
Externí odkaz:
https://doaj.org/article/53888f90af33434ea1f65e3c9738562d
Autor:
Shu-Shan Li, Die Peng, Heng Wang, Feng-Jian Zhang, Hong-Mei Li, Yi-Jun Xie, Ai-Jiu Chen, Wei Xie
Publikováno v:
Materials, Vol 16, Iss 14, p 4907 (2023)
According to the shear capacity test results of six steel-fiber-reinforced high-strength concrete (SFHSC) corbels with welded-anchorage longitudinal reinforcement under concentrated load, the effects of shear span ratio and steel fiber volume fractio
Externí odkaz:
https://doaj.org/article/3e76ead50d6e4e75b4a56f5264ecb60e
Autor:
Shu-Shan Li, Jin-Yan Zheng, Feng-Jian Zhang, Hong-Mei Li, Ming-Xiao Jia, Zu-Jun Liu, Ai-Jiu Chen, Wei Xie
Publikováno v:
Buildings, Vol 13, Iss 4, p 1107 (2023)
On the basis of the test results of nine steel-fiber high-strength concrete corbel specimens subjected to a vertical load, the influence of the steel fiber content on the shear performance of corbels was analyzed. The softened strut-and-tie model (SS
Externí odkaz:
https://doaj.org/article/6686ea85e755435d952a3a89a60e65e1
Publikováno v:
Materials, Vol 16, Iss 8, p 3055 (2023)
As short cantilever members, corbels are mainly used to transfer eccentric loads to columns. Because of the discontinuity of load and geometric structure, corbels cannot be analyzed and designed using the method based on beam theory. Nine steel-fiber
Externí odkaz:
https://doaj.org/article/4b93f7c6312f4ab1beddbc6c7a231705
Autor:
Xie, Shu-Shan Li, Die Peng, Heng Wang, Feng-Jian Zhang, Hong-Mei Li, Yi-Jun Xie, Ai-Jiu Chen, Wei
Publikováno v:
Materials; Volume 16; Issue 14; Pages: 4907
According to the shear capacity test results of six steel-fiber-reinforced high-strength concrete (SFHSC) corbels with welded-anchorage longitudinal reinforcement under concentrated load, the effects of shear span ratio and steel fiber volume fractio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=multidiscipl::81241756a6f2b5d20ba69677d74530b4
Publikováno v:
Structural Concrete.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e948b7c5f4dba1c15801dc9486414412
https://doi.org/10.1002/suco.202200621
https://doi.org/10.1002/suco.202200621
Publikováno v:
Advanced Materials Research. :544-547
Adding fly ash to recycled concrete with super-substitute technique, comparing the 28d strength of fly ash recycled concrete(FARC) with the 28d strength of ordinary recycled concrete(ORC), the compressive strength of fly ash recycled concrete slightl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cf3b5a84c012537c8561963b29d61fd2
https://doi.org/10.4028/www.scientific.net/amr.317-319.544
https://doi.org/10.4028/www.scientific.net/amr.317-319.544
Publikováno v:
Advanced Materials Research. :849-852
Using orthogonal test, the influence of variable mixing proportions of recycled coarse aggregate, polypropylene fibre and air entraining and water-reducing admixture on the anti-penetration capability of chloride ion of recycled concrete is analyzed.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0eda124beb347a23c26b57d20901821d
https://doi.org/10.4028/www.scientific.net/amr.314-316.849
https://doi.org/10.4028/www.scientific.net/amr.314-316.849