Zobrazeno 1 - 10
of 102 610
pro vyhledávání: '"JIANG, H."'
Yes
Test results of steel-ultra high performance concrete (UHPC) composite beams with welded steel shear keys (SSKs) under four-point bending are presented in this paper. The objective of the investigation is to reduce the self-weight and manufa
Test results of steel-ultra high performance concrete (UHPC) composite beams with welded steel shear keys (SSKs) under four-point bending are presented in this paper. The objective of the investigation is to reduce the self-weight and manufa
Externí odkaz:
http://hdl.handle.net/10454/19943
Yes
Considering the continuous development of sustainable development, energy saving, and emission reduction concepts, it is very important to reduce concrete's cement content in order to improve its environmental impact. Using a reactive admixt
Considering the continuous development of sustainable development, energy saving, and emission reduction concepts, it is very important to reduce concrete's cement content in order to improve its environmental impact. Using a reactive admixt
Externí odkaz:
http://hdl.handle.net/10454/19942
Yes
To study the flexural behavior of Steel-FRP (Fiber-Reinforced Polymer) Composite Bars (SFCBs) reinforced Reactive Powder Concrete (RPC) frame beams, the flexural behavior of six frame beams with different types of concrete and reinforcement
To study the flexural behavior of Steel-FRP (Fiber-Reinforced Polymer) Composite Bars (SFCBs) reinforced Reactive Powder Concrete (RPC) frame beams, the flexural behavior of six frame beams with different types of concrete and reinforcement
Externí odkaz:
http://hdl.handle.net/10454/19803
Yes
To investigate the flexural performance of steel-UHPC (ultra-high performance concrete) composite beams with welded steel shear keys (SSK), eight specimens were experimental studied by four-point bending test. The finite element (FE) models
To investigate the flexural performance of steel-UHPC (ultra-high performance concrete) composite beams with welded steel shear keys (SSK), eight specimens were experimental studied by four-point bending test. The finite element (FE) models
Externí odkaz:
http://hdl.handle.net/10454/19588
Autor:
Ge, W., Liu, W., Ashour, Ashraf, Zhang, z., Li, W., Jiang, H., Sun, C., Qiu, L., Yao, S., Lu, W., Liu, Y.
Yes
This paper evaluates the influence of mineral admixtures partially replacing cement, sea sand replacing quartz, sea water replacing fresh water on ultra-high performance concrete (UHPC). The fluidity and mechanical properties were studied. B
This paper evaluates the influence of mineral admixtures partially replacing cement, sea sand replacing quartz, sea water replacing fresh water on ultra-high performance concrete (UHPC). The fluidity and mechanical properties were studied. B
Externí odkaz:
http://hdl.handle.net/10454/19585
Autor:
Ge, W., Zhang, Z., Ashour, Ashraf, Li, W., Jiang, H., Hu, Y., Shuai, H., Chuanzhi, S., Li, S., Liu, W.
Yes
Reactive Powder Concrete (RPC) is a new type of cementitious materials with a complex hydration mechanism, and active admixtures greatly influence the hydration reaction, formation of hydration products, and evolution of microstructure. In o
Reactive Powder Concrete (RPC) is a new type of cementitious materials with a complex hydration mechanism, and active admixtures greatly influence the hydration reaction, formation of hydration products, and evolution of microstructure. In o
Externí odkaz:
http://hdl.handle.net/10454/19375
Autor:
Ge, W., Zhang, Z., Ashour, Ashraf, Li, W., Jiang, H., Hu, Y., Shuai, H., Sun, C., Qiu, L., Yao, S., Cao, D.
Yes
Finite element (FE) analysis of fiber-reinforced polymer (FRP) reinforced concrete beams cast in U-shaped ultra-high performance concrete (UHPC) permanent formworks is presented in this paper. Concrete damage plasticity (CDP) and FRP brittle
Finite element (FE) analysis of fiber-reinforced polymer (FRP) reinforced concrete beams cast in U-shaped ultra-high performance concrete (UHPC) permanent formworks is presented in this paper. Concrete damage plasticity (CDP) and FRP brittle
Externí odkaz:
http://hdl.handle.net/10454/19374
Autor:
Ge, W., Liu, C., Zhang, z., Guan, Z., Ashour, Ashraf, Song, S., Jiang, H., Sun, C., Qiu, L., Yao, S., Yan, W., Cao, D.
Yes
In order to promote the utilization of high strength materials and application of prefabricated structures, flexural behaviour of section steel-precast UHPC (Ultra-High performance concrete) slab composite beams prefabricated with bolt shear
In order to promote the utilization of high strength materials and application of prefabricated structures, flexural behaviour of section steel-precast UHPC (Ultra-High performance concrete) slab composite beams prefabricated with bolt shear
Externí odkaz:
http://hdl.handle.net/10454/19685
Yes
Considering the continuous development of sustainable development, energy saving, and emission reduction concepts, it is very important to reduce concrete's cement content in order to improve its environmental impact. Using reactive admixtur
Considering the continuous development of sustainable development, energy saving, and emission reduction concepts, it is very important to reduce concrete's cement content in order to improve its environmental impact. Using reactive admixtur
Externí odkaz:
http://hdl.handle.net/10454/19683
Autor:
Ge, W., Zhang, Z., Guan, Z., Ashour, Ashraf, Ge, Y., Chen, Y., Jiang, H., Sun, C., Yao, S., Yan, W., Cao, D.
Yes
GFRP profiled-concrete composite beams with groove shear connectors are analyzed using finite the element (FE) analysis. The concrete damaged plasticity (CDP) model was adopted for normal strength concrete (NSC) and reactive powder concrete
GFRP profiled-concrete composite beams with groove shear connectors are analyzed using finite the element (FE) analysis. The concrete damaged plasticity (CDP) model was adopted for normal strength concrete (NSC) and reactive powder concrete
Externí odkaz:
http://hdl.handle.net/10454/19227