姓名：张启灵

职称、职务：正高、raybet体育在线 工程安全与灾害防治研究所副所长、博士生导师、硕士生导师

邮箱：liam1982@163.com

研究领域及招生方向

    研究方向：水电站结构服役寿命预测、水下结构抗爆防护、大坝安全监控预警及评价方法

 招生专业：防灾减灾工程及防护工程（硕士）、土木水利（博士）

 招生类型：专业学位博士、专业学位硕士、学术学位硕士

代表性科研项目

[1] 国家自然科学基金—抽水蓄能电站中钢蜗壳的低周疲劳失效机制（52279123）, 2023-2026, 54万.

[2] 国家自然科学基金—抽水蓄能电站蜗壳组合结构中粘-滑循环接触带的传力行为（51679013）, 2017-2020, 63万.

[3] 国家自然科学基金—水电站垫层蜗壳结构中钢衬-混凝土间脱空的力学机制（51309030）, 2014-2016, 25万.

[4] 水资源与水电工程科学国家重点实验室（武汉大学）开放研究基金—抽水蓄能电站中钢蜗壳的低周随机疲劳载荷谱研究（2015SDG02）, 2016-2017, 8万.

[5] 中央级公益性科研院所基本科研业务费项目—复杂通航环境下长江黄金水道水利基础设施的船撞设防标准及防护技术（CKSF2023320/GC）, 2023-2024, 70万.

[6] 中央级公益性科研院所基本科研业务费项目—大型水利水电工程运行安全关键技术研究（CKSF2019394/GC）, 2019-2020, 300万.

[7] 中央级公益性科研院所基本科研业务费项目—水电站蜗壳垫层材料压缩特性的试验研究（CKSF2016015/GC）, 2016-2017, 30万.

[8] 中央级公益性科研院所基本科研业务费项目—直埋-垫层组合型式蜗壳结构内水压力外传机理（CKSF2012039/GC）, 2012-2013, 15万. 

代表性学术成果

[1] 张启灵, 黄小艳, 胡蕾. 水电站垫层蜗壳组合结构研究与应用[M]. 北京: 中国水利水电出版社, 2020.

[2] Zhang Qiling, Hu Lei, Gao Xiaofeng. Fatigue life prediction of steel spiral cases in pumped-storage power plants: Factors to be considered[J]. Engineering Failure Analysis, 2024, 157, 107908.

[3] Zhang Qiling, Li Zhi, Hu Chao, et al. Underwater explosion resistance performance of an old gravity dam without good longitudinal-joint connection integrity: Coupled acoustic-structural analysis[J]. Journal of Performance of Constructed Facilities, 2023, 37(4), DOI: 10.1061/JPCFEV.CFENG-3995.

[4] Hu Lei, Zhang Qiling, Shi Changzheng, et al. Hydraulic load-bearing mechanism in rib-strengthened steel bifurcation structures of hydroelectric power plants: Numerical simulation[J]. Mechanics Based Design of Structures and Machines, 2023, 51(8): 4330-4346.

[5] Li Bo, Zhang Qiling, Yang Shengmei, et al. Identification of failure modes and paths of reservoir dams under explosion loads[J]. Reliability Engineering & System Safety, 2023, 229, 108892. 

[6] Zhang Qiling, Li Zhi, Hu Lei, et al. Loading issues in coupled acoustic-structural analysis of dynamic responses of dams in underwater explosion events: A gravity-dam case study[J]. Engineering Failure Analysis, 2022, 141, 106730.

[7] Zhang Qiling, Huang Xiaoyan, Li Zhi. Coupled acoustic-structural analysis of a partially submerged circular RC column in an underwater explosion event: Factors to be considered for loading[J]. Ocean Engineering, 2021, 232, 109122.

[8] Zhang Qiling, Hu Yingguo, Liu Meishan, et al. Role of negative pressure in structural responses of gravity dams to underwater explosion loadings: The need to consider local cavitation[J]. Engineering Failure Analysis, 2021, 122, 105270.

[9] Zhang Qiling, Li Duanyou, Hu Chao, et al. Numerical investigation into underwater explosion–resistant performance of an arch dam considering its transverse contraction and control joints[J]. Journal of Performance of Constructed Facilities, 2019, 33(6), DOI: 10.1061/(ASCE)CF.1943-5509.0001350.

[10] Zhang Qiling, Hu Lei, Hu Chao, et al. Discussion of “Influence of reservoir water levels on the protective performance of concrete gravity dams subjected to underwater explosions” by Qi Li, Gaohui Wang, Wenbo Lu, Xinqiang Niu, Ming Chen, and Peng Yan[J]. Journal of Structural Engineering, 2019, 145(9), DOI: 10.1061/(ASCE)ST.1943-541X.0002377.

[11] Zhang Qiling, Hu Lei, Hu Chao, et al. Low-cycle fatigue issue of steel spiral cases in pumped-storage power plants under China's and US's design philosophies: A comparative numerical case study[J]. International Journal of Pressure Vessels and Piping, 2019, 172: 134-144.

[12] Zhang Qiling, Li Duanyou, Hu Lei, et al. Viscous damping and contraction joint friction in underwater explosion resistant design of arch dams[J]. Journal of Performance of Constructed Facilities, 2019, 33(3), DOI: 10.1061/(ASCE)CF.1943-5509.0001274.

[13] Zhang Qiling, Li Duanyou, Wang Fan, et al. Numerical simulation of nonlinear structural responses of an arch dam to an underwater explosion[J]. Engineering Failure Analysis, 2018, 91: 72-91.

[14] Zhang Qiling, Hu Chao, Hu Lei, et al. Compression-resilience responses of commonly used membrane materials in spiral case structures of hydroelectric power plants: Experimental investigation[J]. Journal of Materials in Civil Engineering, 2018, 30(6), DOI: 10.1061/(ASCE)MT.1943-5533.0002284.

[15] Wang Fan, Li Heng, Zhang Qiling. Response–surface–based embankment reliability under incomplete probability information[J]. International Journal of Geomechanics, 2017, 17(12), DOI: 10.1061/(ASCE)GM.1943-5622.0001017. 

[16] Wang Fan, Zhang Qiling. Systemic estimation of dam overtopping probability: Bayesian networks approach[J]. Journal of Infrastructure Systems, 2017, 23(2), DOI: 10.1061/(ASCE)IS.1943-555X.0000328.

[17] Zhang Qiling, Wu Hegao. Embedment of steel spiral cases in concrete: China's experience[J]. Renewable and Sustainable Energy Reviews, 2017, 72: 1271-1281.

[18] Zhang Qiling, Wu Hegao. Sliding behaviour of steel liners on surrounding concrete in c-cross-sections of spiral case structures[J]. Structural Engineering International, 2016, 26(4): 333-340.

[19] Zhang Qiling, Wang Fan, Gan Xiaoqing, et al. A field investigation into penetration cracks close to dam-to-pier interfaces and numerical analysis[J]. Engineering Failure Analysis, 2015, 57: 188-201.

[20] Zhang Qiling, Wu Hegao. Using softened contact relationship describing compressible membrane in FEA of spiral case structure[J]. Archives of Civil and Mechanical Engineering, 2013, 13(4): 506-517.

[21] Zhang Qiling, Wu Hegao. Effect of compressible membrane’s nonlinear stress-strain behavior on spiral case structure[J]. Structural Engineering and Mechanics, 2012, 42(1): 73-93.

[22] 李明, 张启灵, 李志. 吸能边界条件下水下爆炸离心试验中冲击波传播特性数值模拟[J]. 含能材料, 2023, 31(8): 820-831. 

[23] 张启灵, 胡蕾, 胡超, 等. 蜗壳垫层材料压缩–回弹响应行为的试验研究及数值模拟[J]. 工程科学与技术, 2018, 50(5): 71-76.

[24] 张启灵, 傅丹, 胡蕾, 等. 充水保压蜗壳结构中钢衬的低周疲劳问题[J]. 华中科技大学学报: 自然科学版, 2017, 45(8): 127-132.

[25] 张启灵, 胡蕾, 胡超, 等. 垫层蜗壳结构中钢板焊缝构造对传力行为的影响[J]. 华中科技大学学报: 自然科学版, 2017, 45(1): 24-29.

[26] 张启灵, 伍鹤皋. 垫层蜗壳结构中钢衬-混凝土间的接触状态: 有限元分析[J]. 水利学报, 2013, 44(12): 1468-1474.

[27] 张启灵, 李端有, 李波. 常规面板堆石坝坝前水下防爆距离的确定和影响因素[J]. 振动与冲击, 2013, 32(6): 78-83.

[28] 张启灵, 李端有, 李波. 水下爆炸冲击作用下重力坝的损伤发展及破坏模式[J]. 爆炸与冲击, 2012, 32(6): 609-615.

[29] 张启灵, 伍鹤皋, 李端有. 水电站地面厂房抗震措施研究[J]. 水力发电学报, 2012, 31(5): 184-190.

[30] 张启灵, 李端有, 周武. 水下爆破荷载作用下弧形闸门的塑性变形和位移[J]. 水力发电学报, 2012, 31(4): 194-200.

[31] 张启灵, 伍鹤皋. 水电站垫层蜗壳结构研究和应用的现状和发展[J]. 水利学报, 2012, 43(7): 869-876.

[32] 张启灵, 伍鹤皋, 李端有. 大型水电站垫层蜗壳座环结构特性分析[J]. 华中科技大学学报: 自然科学版, 2011, 39(8): 53-57.

[33] 张启灵, 伍鹤皋. 行波效应对大型水电站厂房地震响应的影响[J]. 振动与冲击, 2010, 29(6): 76-79.

[34] Zhang Qiling, Wu Hegao, Yang Huaquan. Effect of modeling range on structural analysis for powerhouse of hydroelectric power plant by FEM[J]. Transactions of Tianjin University, 2009, 15(5): 388-392.

[35] 张启灵, 伍鹤皋. 水电站蜗壳结构配筋计算原则研究[J]. 应用基础与工程科学学报, 2009, 17(4): 536-542.

[36] 张启灵, 伍鹤皋, 黄小艳, 等. 大型水电站不同埋设方式蜗壳结构分析[J]. 水力发电学报, 2009, 28(3): 85-90.

[37] 张启灵, 伍鹤皋, 蒋逵超. 基于损伤理论的金属蜗壳埋设方式比较[J]. 华中科技大学学报: 自然科学版, 2008, 36(6): 122-124.

[38] 于跃, 张启灵, 伍鹤皋. 水电站垫层蜗壳配筋计算[J]. 天津大学学报, 2009, 42(8): 673-677.

[39] 一种大坝变形量的预测方法、系统、设备及存储介质, 发明, 5/15, 2024, CN118606657B. 

[40] 一种基于线阵CCD的自适应调光方法及系统, 发明, 8/15, 2024, CN114623768B. 

[41] 一种加高重力坝结构的安全评价方法、系统、设备及介质, 发明, 8/15, 2024, CN117114240B.

[42] 一种大坝安全监测多物理场云图在线可视化方法及系统, 发明, 11/15, 2024, CN117274467B.

[43] 垂线坐标仪自动化标定装置及其标定方法, 发明, 6/14, 2023, CN109282833B.

[44] 基于频谱反馈的振弦传感器自适应扫频激励方法及系统, 发明, 8/15, 2022, CN115031875B.

[45] 一种基于永磁磁通测量的位移传感装置及方法, 发明, 3/16, 2022, CN112161560B.

[46] 一种非接触式雷达测流的河道断面流量计算方法, 发明, 6/18, 2019, CN109060056B.

[47] 一种振弦式传感器性能分析装置及方法, 发明, 8/14, 2019, CN107270954B. 

奖励与荣誉

2022年度水力发电科学技术奖二等奖（1/10）

2022年度大禹水利科学技术奖三等奖（5/10）

2023年度长江水利委员会科学技术奖二等奖（7/12）

2021年度长江水利委员会科学技术奖一等奖（1/15）

2020年度长江水利委员会科学技术奖一等奖（4/15）

2021年建院70周年“raybet体育在线 杰出青年奖”

2020年第二届“长科院青年先锋岗”（科研技术类）

2015年度长江水利委员会青年岗位能手

学术兼职

《Journal of Civil and Hydraulic Engineering》编委

中国水力发电工程学会抗震防灾专委会委员

武汉大学专业学位研究生校外兼职导师

河海大学研究生联合培养基地硕士生指导教师

武汉理工大学专业学位兼职硕士研究生指导教师

三峡大学专业学位硕士研究生行业导师