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作者:... Zhu Zhenggeng , Clay J. Naito , Yi Weijian
来源:[J].Construction and Building Materials(IF 2.293), 2017, Vol.152, pp.96-104
摘要:Abstract(#br)Half grouted sleeve connections, consisting of a threaded end and a grouted sleeve end, are a convenient and economical solution in joining rebars together in precast concrete construction. In order to study the tensile properties of this connection, 15 half grouted ...
作者:Huang Yuan , Yi Weijian , Hu Chao
来源:[J].Construction and Building Materials(IF 2.293), 2018, Vol.186, pp.644-651
摘要:Abstract(#br)The study performs experimental investigation of the behavior of reinforced concrete (RC) beams with corroded steel reinforcement under low-speed and low-cycle fatigue loads. A total of 14 specimens were tested. The results indicated that the fatigue life cycles decr...
作者:... Yang Yang , Yi Weijian , Zhu Zhenggeng
来源:[J].Journal of Constructional Steel Research(IF 1.327), 2016, Vol.121, pp.163-172
摘要:Abstract(#br)Traditional definition of the effective width of steel-concrete composite beam is based on a certain beam section. Section-based effective width changes from one section to another along the beam span. Therefore, effective width for deflection calculation of composit...
作者:Yi Weijian , Clay J. Naito
来源:[J].Materials and Structures(IF 1.184), 2018, Vol.51 (2), pp.1-12
摘要:Abstract(#br)This paper utilizes experimental and numerical studies to investigate the seismic behavior of precast concrete frames. The system is composed of monolithic columns and composite precast concrete beams with debonded reinforcement at the beam end, with the purpose...
作者:... Huang Yuan , Yi Weijian , Fan Jiansheng
来源:[J].Journal of Constructional Steel Research(IF 1.327), 2011, Vol.68 (1), pp.165-175
摘要:Abstract(#br)This paper reports on an experimental and numerical investigation conducted on the seismic behavior of concrete-filled rectangular steel tubular columns (CFRSTC) composite frames. The experimental study was conducted by subjecting two full-scale composite frames to s...
作者:Yi, Weijian , He, Qingfeng , Yang, Xiao
来源:[J].ACI Structural Journal(IF 0.806), 2010, Vol.107 (4), pp.486-488
摘要:[...] Fig. 5 to 8 show the horizontal reaction force rather than the axial force actually developed in the beams. At large deformation of beams subjected to catenary action, the axial force will be much higher than the horizontal reaction force. [...] it is inappropriate to dir...
作者:Yi, Weijian , Chen, Hui
来源:[J].ACI Structural Journal(IF 0.806), 2014, Vol.111 (4), pp.989-990
摘要:This paper presents a considerably extended version compared to the previous 2003 database of shear tests on slender reinforced concrete (RC) beams without stirrups, which is important in identifying the shear-failure mechanism and calibrating the existing shear models. Test data...
作者:Feng Haoxiong , Yi Weijian
来源:[J].IOP Conference Series: Earth and Environmental Science, 2018, Vol.153 (5)
摘要:The MCFT on shear theoretical calculation method in reinforced concrete beams is expressed by the mathematical relationship based on the theory of MCFT, and the theoretical calculation formula is simplified. Finally the results with shear theoretical calculation method of simplif...

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