近年来出版专著和发表论文

专著和综述：

[1] 孟凡超, 张清华, 谢红兵, 等. 抗疲劳钢桥面板关键技术[M]. 北京: 人民交通出版社, 2015.

[2] 李乔, 卜一之, 张清华. 大跨度斜拉桥施工几何控制概论与应用[M]. 成都: 西南交通大学出版社, 2009.

[3] 张清华, 卜一之, 李乔. 正交异性钢桥面板疲劳问题的研究进展[J]. 中国公路学报, 2017, 30(3): 14-30, 39.

“交大桥梁”微信公众号专栏文章《疲劳纵论》(2017.5-2018.10)：

[1] 疲劳纵论-1：正交异性钢桥面板的疲劳特性

[2] 疲劳纵论-2：新型正交异性钢桥面板构造细节

[3] 疲劳纵论-3：大纵肋正交异性组合桥面板的发展与应用

[4] 疲劳纵论-4：波形顶板正交异性组合桥面板

[5] 疲劳纵论-5：正交异性钢桥面板的疲劳模型试验

[6] 疲劳纵论-6：正交异性钢桥面板疲劳裂纹扩展模拟

[7] 疲劳纵论-7：正交异性钢桥面板疲劳开裂加固

[8] 疲劳纵论-8：桥面铺装对正交异性钢桥面板疲劳性能的影响

[9] 疲劳纵论-9：正交异性钢桥面板疲劳性能的残余应力效应

[10] 疲劳纵论-10：正交异性钢桥面板的疲劳问题的再认识：构造细节vs.结构体系

[11] 疲劳纵论-11：正交异性钢桥面板的疲劳失效模式和结构体系疲劳抗力

[12] 疲劳纵论-12：正交异性钢桥面板疲劳损伤智能监测与评估系统研究

[13] 疲劳纵论-13：纵肋与顶板焊接构造细节的疲劳抗力评估新方法与主导失效模式迁移问题

2018年发表论文：

[100] Luo Pengjun, Zhang Qinghua*, Bao Yi, Zhou Aixin. Fatigue evaluation of rib-to-deck welded joint using averaged strain energy density method[J]. Engineering Structures, 2018, 177: 682-694.

[99] Zhang Qinghua, Kang Jiping, Bao Yi, Cheng Zhenyu, Jia Donglin, Bu Yizhi. Numerical study on cable-saddle frictional resistance of multispan suspension bridges[J]. Journal of Constructional Steel Research, 2018, 150: 51-59.

[98] Zhang Qinghua, Jia Donglin, Bao Yi, Cheng Zhenyu, Xiao Lin, Bu Yizhi. Internal force transfer effect-based fatigue damage evaluation for PBL shear connector groups[J]. Journal of Constructional Steel Research, 2018, 148: 469-478.

[97] Cui Chuang, Zhang Qinghua*, Hao Hong, Li Jun, Bu Yizhi. Influence of asphalt pavement conditions on fatigue damage of orthotropic steel decks: parametric analysis[J]. Journal of Bridge Engineering, 23(12), 2018, 10.1061/(ASCE)BE.1943-5592.0001313.

[96] Cui Chuang, Zhang Qinghua*, Bao Yi, Bu Yizhi, Ye Zhongtao. Fatigue damage evaluation of orthotropic steel deck considering weld residual stress relaxation based on continuum damage mechanics[J]. Journal of Bridge Engineering, 2018, 23(10), 10.1061/(ASCE)BE.1943-5592.0001280.

[95] Cui Chuang, Zhang Qinghua*, Bao Yi, Kang Jiping, Bu Yizhi. Fatigue performance and evaluation of welded joints in steel truss bridges[J]. Journal of Constructional Steel Research, 2018, 148: 450-456.

[94] Cui Chuang, Zhang Qinghua*, Luo Ying, Hao Hong, Li Jun. Fatigue reliability evaluation of deck-to-rib welded joints in OSD considering stochastic traffic load and welding residual stress[J]. International Journal of Fatigue, 2018, 111: 151-160.

[93] Cui Chuang, Bu Yizhi, Bao Yi, Zhang Qinghua, Ye Zhongtao. Strain energy-based fatigue life evaluation of deck-to-rib welded joints in OSD considering combined effects of stochastic traffic load and welded residual stress[J]. Journal of Bridge Engineering, 2018, 23(2): 04017127.

[92] Cheng Zhenyu, Zhang Qinghua*, Jia Donglin, Bu Yizhi, Li Qiao. Analytical models of frictional resistance between cable and saddle equipped with friction plates for multispan suspension bridges[J]. Journal of Bridge Engineering, 2018, 23(1), 10.1061/(ASCE)BE.1943-5592.0001176.

[91] Zhang Qinghua, Li Jun, Jia Donglin, Bu Yizhi. Fatigue failure modes and fatigue resistance evaluation for structural system of orthotropic steel bridge deck[C]// 9th International Symposium on Steel Bridges. Prague, Czech Republic: Prague, 2018.

[90] Zhang Qinghua, Li Jun, Yuan Daoyun, Bu Yizhi. Fatigue performance of rib-to-deck joint in orthotropic steel bridge deck with new type of both-side fillet welded joints[C]//Proc. 40th IABSE Symposium. Nantes, France: Nantes, 2018.

[89] Zhang Qinghua, Jia Donglin, Xiao Lin, Bu Yizhi, Li Qiao. An analytical method for evaluating the fatigue life of perfobond leisten shear connector group under cyclic loading[C]//Proc. 40th IABSE Symposium. Nantes, France: Nantes, 2018.

[88] Huang Yun, Zhang Qinghua, Guo Yawen, Bu Yizhi, Li Qiao. Comparison of different design codes on fatigue assessment of typical welded joints in orthotropic steel bridge decks [C]//Proc. 40th IABSE Symposium. Nantes, France: Nantes, 2018.

[87] 张清华, 余佳, 田启贤,贾东林. 新型承托式纵肋与横肋交叉构造细节疲劳性能研究[J]. 桥梁建设, 2018, 48(6): 29-34.

[86] 李俊, 张清华*, 袁道云, 郭亚文, 卜一之. 基于等效结构应力法的正交异性钢桥面板体系疲劳抗力评估[J]. 中国公路学报, 2018, 31(12): 134-143.

[85] 张清华, 李俊, 卜一之,金通. 正交异性钢桥面板纵肋与横隔板交叉构造细节疲劳开裂快速加固方法[J]. 中国公路学报, 2018, 31(12): 124-133.

[84] 张清华, 崔闯, 魏川, 李俊, 卜一之. 钢桥面板疲劳损伤智能监测与评估系统研究[J]. 中国公路学报, 2018, 31(11): 66-77, 112.

[83] 张清华, 程震宇, 廖贵星, 卜一之, 李乔. 波形顶板-UHPC组合桥面板优化设计和疲劳性能研究[J]. 西南交通大学学报, 2018, 53(4): 670-678.

[82] 张清华, 罗鹏军, 徐恭义, 卜一之. 新型镦边纵肋与顶板焊接构造细节疲劳性能试验研究[J]. 中国公路学报, 2018, 31(5): 42-52.

[81] 罗鹏军, 张清华*, 龚代勋, 卜一之, 叶仲韬. 钢桥面板U肋与顶板双面焊连接疲劳性能研究[J]. 桥梁建设, 2018, 48(2): 19-24.

[80] 崔闯, 卜一之, 李俊, 张清华. 钢箱梁面板与U肋焊接残余应力的分布特性[J]. 西南交通大学学报, 2018, 53(2): 260-265.

[79] 张清华, 金正凯, 刘益铭, 卜一之. 钢桥面板纵肋与顶板焊接细节疲劳裂纹扩展三维模拟方法[J]. 中国公路学报, 2018, 31(1): 57-66.