Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Bo-Xin Wang"'
Autor:
Yan-Fu Liu, Si-Wen Zhang, Yan-Xun Li, Shi-Lin Li, Li-Qing Huang, Ya-Nan Jing, Qian Cheng, Lin-Ge Xiao, Bo-Xin Wang, Bing Han, Jia-Jie Kang, Yuan Zhang, Hong Zhang, Hui-Qiong Zhou
Publikováno v:
Chinese Journal of Polymer Science. 41:202-211
Publikováno v:
IECON
Full-bridge current doubler rectifier topology is used to restrict the ripple of output current and quicken the dynamic response. However, mass and power loss of filter composed of passive components are large. To optimize the output filter parameter
Publikováno v:
Materials Research Innovations. 19:S5-227
This study tests the bond behaviour between fibre bundles and self-stressing concrete, and the bending properties of a textile reinforced self-stressing concrete one-way sheet under four-point loading in order to understand the enhancement mechanism
Publikováno v:
Applied Mechanics and Materials. :1893-1896
In order to prevent the solar heater falling off the roof in extreme weather and spread the solar building technology, this paper gave a feasible inclination and new connection for collectors used in slope roof and ridge in cold district. The reliabi
Publikováno v:
Materials Research Innovations. 18:S4-128
Layered GdBa0·5Sr0·5CoCuO5+δ(GBSCCu) perovskite oxide is synthesised using an ethylenediaminetetraacetic acid (EDTA)–citrate combined method. Electrochemical performances are investigated as a novel cathode material for intermediate-temperature
Autor:
Guo Chao Wang, Bo Xin Wang
Publikováno v:
Applied Mechanics and Materials. :501-504
The incorporation of a small amount of steel fibers or fine polypropylene fibers in concrete can increase its impact resistance. But steel fiber has the problems of corrosion, high cost and high mess. The effect of fine polypropylene fibers in inhibi
Publikováno v:
Applied Mechanics and Materials. :300-303
Based on the 9-year-experiment of self-stressing concrete (SSC for short), the stability of self-stress caused by steel bars and steel fibers is investigated. The results show that the losses of self-stress are only from 0.6 MPa to 1.2 MPa during 2.5
Autor:
Huan An He, Bo Xin Wang
Publikováno v:
Materials Science Forum. :705-708
Steel Fiber Reinforced Self-stressing Concrete (SFRSSC for short) is a new type of high performance cementitious composite with self-expansive performance and high tensile resistance. It can be used as a joint material in the new bridge construction
Publikováno v:
Advanced Materials Research. :1396-1399
Steel Fiber Reinforced Self-stressing Concrete (SFRSSC for short) is a new type of high performance cementitious composite with self-expansive performance and high crack resistance. SFRSSC is actually a kind of expansive concrete which self-stresses,
Publikováno v:
Key Engineering Materials. :427-432
In this paper a new sort of high performance concrete is introduced which combines most advantages of prestressed concrete and steel fiber concrete, named steel fiber reinforced self-stressing concrete(SFFRSSC for short). Self-stressing concrete is a