Xiaochun LIU

Date of Birth: December 1980

Highest Education: Doctor

Job Title: Lecturer, Master’s supervisor

Department: Department of architectural engineering


Education background

From September 2003 to June 2008, at Wuhan University,doctor

From September 1999 to June 2003,at Wuhan University,bachelor degree


Work experience

From Feburary 2012 to Feburary 2015, at Centra South University,post doctor

From July 2007 to now,at Central South University,lecturer


Contact information

Cell phone: +86-18684931196


Address: School of Civil engineering, Central South University, 22# South Shaoshan Road, Changsha, Hunan, China 410075

Office: 208#, NO. 2 Building, National Key Engineering Laboratory of Highspeed Railway Construction, Railway Campus, CSU

QQ: 9519205







Design Principle of Concrete Structure

Concrete structure and masonry structure design

Design of high rise building

Architectural structure


Scientific research field:

Engineering structure security and the reliability theory and application

Durability of concrete

High speed railway engineering structures by the time behavior

High performance concrete structures

Underground powerhouse rock crane beam structure



Selected Publications

[1]    ZHANG Yiru, WEI Jun, LIU Xiaochun. Finite Element Analysis on Welding Residual Stresses of Integral K-joints for Steel Box-Truss Bridge[J]. Journal of Railway Science and Engineering, (In Press)

[2]    WEI Jun, WANG Dongming, LIU Xiaochun. Computer simulation of wielding residual stress in steel girder bridge[J]. Bridge Construction, 2015, 45(4) : 94-99

[3]    Wang Q, Wei J, Liu X, et al. A new two-staged model to predict corrosion degree of steel bars in cracked concrete area[J]. J Wuhan Univ Technol-Mat Sci Edit, 2014, 29(5): 960-965.

[4]    LIU Xiaochun, WEI Jun, YU Zhiwu. Influence of rock-released stress of bolt on the mechanical performance of rock-bolted crane beam[J]. Journal of Hydraulic Engineering, 2014,45(12)1435-1441. (in Chinese)

[5]    LIU Xiaochun, HE Chen, WEI Jun, YU Zhiwu. Modification of shear-torsion interaction formulas for reinforced concrete beams [J]. Journal of Building Structure, 2014, 35(s2):104-108. (in Chinese)

[6]    LIU Xiaochun, WEI Jun, YU Zhiwu. Open experimental teaching of concrete structure [J]. JOURNAL OF ARCHITECTURAL EDUCATION IN INSTITUTIONS OF HIGHER LEARNING, 2013,(01):135-137. (in Chinese)

[7]    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),201344(08):3377-3383EI:)(in Chinese)

[8]    X.C. LIU, J. WEI, P. Li, Z.W. YU. An evaluation method for damaged hinged joint in concrete slab bridge based on relative displacement[C]. 3rd International Conference on the Durability of Concrete Structures,17-19 September 2012 Queen’s University Belfast.

[9]    Xiaochun Liu, Jun Wei and Zhenyu Wang. Use of Vibrating Wire Strain Gauges to Monitor Corrosion-induced Deterioration of Concrete[J]. Key Engineering Materials, Vol. 517 (2012) , 357-362EI

[10]  Xiao-chun Liu and Jun Wei. Steel reinforcement corrosion induced concrete damage and failure[A]. Advances in Concrete Structural Durability[C]. Hokkaido University, Sapporo, Japan,2010. 385-393

[11]  Xiao-chun Liu and Jun Wei. Spectral analysis approach of environmental actions on concrete structures[A]. The 4th International Symposium on Lifetime Engineering of Civil Infrastructure[C]. Science Press, Changsha, P.R.C.2009. 439-443(ISTP: )

[12]  Jun Wei, Long-fei Cao, Xiao-chun Liu et al. Fracture mechanics analysis for concrete cracking process due to rust expansion[A]. The 4th International Symposium on Lifetime Engineering of Civil Infrastructure[C]. Science Press, Changsha, P.R.C.2009. 706-710(ISTP: )

[13]  X. C. Liu, Y. –F. Wu, A.Y.T. Leung, and J. G. Hou. Mechanical behavior of mild steel compression yielding block[A]. Proceeding of Asia-Pacific Conference on FRP in structures[C]. Hong Kong, Dec. 2007.417-422

[14]  Liu Xiaochun, Hou Jianguo, An Xuwen. Mechanical models of rock-bolt crane girder in ultimate limit state [A]. Serviceability of Underground Structures[C]. Shanghai,Oct.2006. 359-367

[15]  LIU Xiaochun, HOU Jianguo, AN Xuwen The effect of cohesional tensile strength on the tensile stress of bolts in rock-bolt crane beams [J]. Journal of Building Structure, 2006(S27):570-574. (in Chinese)