Zobrazeno 1 - 10
of 18
pro vyhledávání: '"Yu-Zhou Zheng"'
Publikováno v:
Shock and Vibration, Vol 2021 (2021)
To explore the influence of microexpansive concrete self-stress on the performance of steel pipe concrete, the expansion rate test of microexpansive concrete confined by steel tube was carried out with different expansion rates. Then, the mechanical
Externí odkaz:
https://doaj.org/article/d977e65a6c0a4c819e994463935f4cb8
Autor:
Xiao-Long Zhu1,2, Yu-Zhou Zheng1,2 universe2009@126.com, Li Chen3, Xin Liu2, Heng-Bo Xiang2, Qin Fang2
Publikováno v:
Advances in Structural Engineering. Mar2023, Vol. 26 Issue 4, p741-757. 17p.
Publikováno v:
Advances in Structural Engineering. 26:741-757
In this paper, eleven high-strength steel tube confined self-stressing concrete (HSTCSC) short columns were tested to study their strengthening mechanism and axial compression performance. The effects of different material strengths, cross-section ty
Publikováno v:
Structures. 43:1682-1691
Publikováno v:
Advances in Structural Engineering. 23:1934-1947
The bending behavior of reinforced concrete beams under uniform pressure is critical for the research of the blast-resistance performance of structural components under explosive loads. In this study, a bending test of five reinforced concrete beams
Publikováno v:
Journal of Constructional Steel Research. 189:107090
Publikováno v:
Engineering Structures. 249:113389
Gabion walls are considered to be novel, easy-to-transport, and rapidly deployable blast walls. They are widely used to protect military and civilian personnel and equipment in a variety of settings, such as humanitarian and peacekeeping operations.
Publikováno v:
Composite Structures. 184:1-10
A new strengthening composite system, namely Basalt Fiber Reinforced Polymer (BFRP) grid – Ultra-High Toughness Cementitious Composite (UHTCC) for Reinforced Concrete (RC) structures is explored in this paper. Thirty UHTCC specimens internally stre
Publikováno v:
Construction and building materials, 2016, Vol.115, pp.424-437 [Peer Reviewed Journal]
In this paper, a new strengthening technique for reinforced concrete (RC) beams is proposed by combining Basalt fiber Reinforced Polymer (BFRP) grid and Engineered Cementitious Composites (ECC) as a composite reinforcement layer (CRL). Five RC beams
Publikováno v:
Composite Structures. 246:112436
Five Reinforced Concrete (RC) beams strengthened with Basalt Fiber Reinforced Polymer (BFRP) grid in conjunction with Engineered Cementitious Composite (ECC) were tested along with one conventional RC beam for reference to investigate their performan