常旭  
  常旭，男，汉族，1980年8月生，博士，副教授，土木工程学院硕士生导师。

主要研究方向:    地下结构的设计与计算和岩石类介质的损伤与破坏
科研情况:        
2014.01-2016.12，深井锚杆系统的动静组合受力特性，国家自然科学基金青年基金，25万
2013.01-2015.12，深井软岩巷道钢管混凝土支架设计理论，河南省教育厅科技攻关项目，5万元
2012.01-2014.12，深井复合钢管混凝土结构设计理论，河南省高等学校青年骨干教师项目，4.8万元
2013.01-2014.12，深部软件巷道的复合支架力学性能研究，河南省重点学科开放实验室基金，2万元
2013.01-2014.12，贾西洼铝土矿岩石力学性能研究，长沙有色金属设计研究院，15万元
2009.01-2013.12，无网格法在混凝土结构中的应用，河南理工大学博士基金，8万元

论文情况:     
[1]Chang Xu, Huang Chenkui, Chen Yajuan. Mechanical performance of eccentrically loaded pre-stressing concrete filled circular steel tube columns by means of expansive cement. Engineering Structures, 2009, 31(11): 2588-2597. （SCI，EI）
[2]Chang. Xu; Huang Chengkui, Push-out test of pre-stressing concrete by means of expansive cement filled circular steel tube columns. Construction and Building Materials. 2009, 23（1）: 491-497. （SCI，EI）
[3]Chang Xu, Lin Haixiao. Experimental study on shear resistance of self-stressing concrete filled circular steel tubes. Journal of Constructional Steel Research,2009, 65(4): 801-807. （SCI，EI）
[4]Chang Xu , Gaowei Yue, Haixiao Lin, Chunan Tang. Modeling the pullout behavior of fiber reinforced polymer bars from concrete. Construction and Building Materials. 2010, 24(4): 431-437. （SCI，EI）
[5]Chang Xu, Yan Anzhi, Liao Mingcheng. Analysis of periodic cracks in surface layer of pavement structures. Engineering Failure Analysis. 2011, 18:411-420. （SCI，EI）
[6]Chang Xu, Chen Heping,Liu bin. Modeling of anchor bolt pullout in concrete based on a heterogeneous assumption, Nuclear Engineering and Design, 2011, 5: 1345-1351. （SCI，EI）
[7]Chang Xu, Huang Chengkui, Zhang Peng. Expansive Behaviors of Self-stressing Concrete under Different Restraining Conditions, Journal of Wuhan University of Technology-Mater. Sci. Ed. 2011, 8: 771-782. (SCI)
[8]Chang Xu, Cheng Xiangli, Liu Bin. Modeling of influence of heterogeneity on mechanical performance of unreinforced masonry shear walls, Construction and Building Materials, 2012, 26: 90-95. （SCI，EI）
[9]Chang Xu, Wei Youyi, Yun Yanchun. Analysis of steel-reinforced concrete-filled steel tubular (SRCFST) columns under cyclic loading, Construction and Building Materials.2012, 28: 88-95. （SCI，EI）
[10]Chang Xu, Chen Yajuan, Lin Haixiao Modeling of fiber pullout behaviors of stiff fiber reinforced cementitious composites, Computers and Concrete, An international Journal, 2012, 9(3): 171-178.（SCI，EI）
[11]Chang Xu, Yan Anzhi, Liao Mingcheng, Tang Chunan. Modeling of single-flexural crack induced debonding of FRP plate strengthened concrete beams based on an assumption of heterogeneity. Composites Part B: Engineering, 2012,43(3): 1598-1603. （SCI，EI）
[12]Chang Xu, Ru Zhongliang, Zhou Wei, Zhang Yongbin. Study on concrete-filled stainless steel carbon steel tubular (CFSCT) stub columns under compression. Thin-Walled Structures, 2013, 63: 125-133. （SCI，EI）
[13] Chang Xu, Fu Lei, Zhao Hongbo. Behaviors of axially loaded circular concrete-filled steel tube stub columns with notch in steel tubes. Thin-walled structures, 2013, 73: 273-280.
[14]Wang Qinting Chang Xu,. Analysis of concrete-filled steel tubular columns with T shaped cross section. Steel and Composite Structures, 2013,15(1), 41-55. （SCI，EI）
[15] Chang Xu, Luo Xulin, Zhu Changxing, Tang Chunan. Analysis of circular concrete-filled steel tube support in high ground stress conditions. Tunnelling and Underground Space Technology, 2014, 43: 41-48. （SCI，EI）
[16] Wu Yufei, Chang Xu. Debonding inhibiting mechanism of strain localization plating system. Journal of Structural Engineering, ASCE.2014, 9: 1-14. （SCI，EI）

电子信箱:        changxu815@163.com
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