中南大学 Xiaochun LIU

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[21]Chen T, Zhou K, Wei J, Liu X, et al. Excavation influence of triangular-distribution tunnels for wind pavilion group of a metro station[J]. Journal of Central South University, 2020, 27(12): 3852-74., 2020
[22]Liu Xiao-chun, Xie Shao-hui, Yu Zhiwu, et al. Influence of the slenderness on the axial compressive bearing capacity of spirals reinforced concrete column[J]. Journal of Building Structures, 2020,41(08):183-190., 2020
[23]江胜华,姚国文,刘超越,刘晓春.湿热环境作用下CFRP加固钢筋混凝土梁的抗弯性能[J].西南交通大学学报,2020,55(01):175-183., 2020
[24]Dunwen Huang, Jun Wei, Xiaochun Liu*, et al. Experimental study on long-term performance of steel-concrete composite bridge with an assembled concrete deck [J]. Construction & Building Materials, 2019, 214: 606-618., 2019
[25]Dunwen Huang, Jun Wei, Xiaochun Liu*, et al. Experimental study on influence of post-pouring joint on long-term performance of steel-concrete composite beam [J]. Engineering Structures, 2019, 186:121-130., 2019
[26]Liu, X. *, Yu, Z., Xiang, P., & Jin, C. Composite action of the track slab and the self-compacting concrete filling layer subjected to train-induced fatigue load: An experimental investigation. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2019, 233(5):580–592., 2019
[27]LIU Xiao-chun, YU Zhi-wu, Jin Cheng, et al. Experimental study on the composite plate of CRTS Ⅲ slab track under transverse bending moment [J]. Journal of the China Railway Society, 2018,40(12):153-160. (In Chinese), 2018
[28]江胜华,刘晓春,孙伟贺,宋韫皓,胡嫚,汪时机.基于智能磁性石块埋入的边坡深部变形失稳监测模型[J].农业工程学报,2018,34(08):156-161., 2018
[29]Dunwen Huang, Jun Wei, Xiaochun Liu*,Shizhuo Zhang, Tao Chen. Influence of post-pouring joint on long-term performance of steel-concrete composite beam[J]. Steel and Composite Structures, 2018, 28(1):39-49., 2018
[30]LIU Xiao-chun, Jin Cheng, YU Zhi-wu, et al. Fatigue Testing of CRTS Ⅲ Ballastless Slab Track Structures[J]. Journal of Southwest Jiaotong University, 2018, 53(1):23-30.) (In Chinese), 2018
[31]Wei Jun, Li Songlin, Dong Rongzhen, Liu Xiaochun. Fatigue Damage Constitutive Model of Concrete Considering the Effect of Residual Deformation[J]. Journal of Hunan University(Science and Technology),2016, 43(7):57-61.)(In Chinese), 2016
[32]Zhang Yiru,Wei Jun, Liu Xiaochun, et al. Finite element analysis on welding residual stresses of integral K-joints for steel box-truss bridge [J]. Journal of Railway Science and Engineering, 2016,(02):289-294.)(In Chinese), 2016
[33]余玉志,安旭文,侯建国,刘晓春.岩壁吊车梁单位长度吊车轮压计算方法研究[J].四川建筑,2016,36(02):214-218., 2016
[34]Wang Qing, Wei Jun, LIU Xiaochun, et. al. Equivalent static analysis method for fatigue cumulative damage process of reinforced concrete beam[J]. Journal of Central South University(Science and Technology) , 2016(1):247-253.) (In Chinese), 2016
[35]Wei Jun, Wang Dongming, Liu Xiaochun, et al. Computer Simulation of Welding Residual Stress in Steel Girder Bridge[J]. Bridge Construction, 2015, (04):94-99.) (In Chinese), 2015
[36]LIU Xiao-chun,HE Chen,WEI Jun, et al. Modification of shear-torsion interaction formulas for reinforced concrete beam[J]. Journal of Building Structures, 2014,S2:212-216.) (In Chinese), 2014
[37]LIU Xiao-chun,WEI Jun,YU Zhi-wu. Influence of rock-released stress of bolt on the mechanical performance of rock-bolted crane beam [J]. Journal of Hydraulic Engineering, 2014,12:1435-1441. (In Chinese), 2014
[38]WANG Qing, WEI Jun, LIU Xiaochun, et al. A New Two-staged Model to Predict Corrosion Degree of Steel Bars in Cracked Concrete Area[J]. Journal of Wuhan University of Technology-Mater. Sci. Ed. 2014, 29(5):960-965., 2014
[39]LIU Xiaochun,WEI Jun,LI Pei,YU Zhiwu. Load-transmitting performance evaluation method for hinge joint based on relative displacement [J]. Journal of Central South University(Science and Technology) , 2013,08:3377-3383. (In Chinese), 2013
[40]LIU Xiao-chun,WEI Jun,YU Zhi-wu. Open experimental teaching of concrete structure [J]. Journal Of Architectural Education in Institutions of Higher Learning, 2013,(01):135-137. (In Chinese), 2013

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