个人概况
杨海波，男，工学博士，副教授，土木工程系教学科研并重型教师，泰安市高层次人才、泰山人才金卡，国际SCI期刊Sustainability青年编委，国际SCI期刊Materials客座编辑，主讲本科生课程《钢结构原理与设计》、《房屋建筑学》、《土木工程概论》等。主要研究方向为村镇住宅新民居建筑装配式钢结构及钢混结构梁柱及墙板体系研究、大跨空间钢结构力学性能研究、装配式建筑结构研发、正交异性钢桥焊接节点疲劳性能研究等。近三年以第1或通讯作者在International Journal of Fatigue、Fatigue and Fracture of Engineering Structures and Materials、Journal of Materials Research and Technology等期刊发表SCI论文16篇（截至2023年），主持山东省自然科学基金青年项目、参与国家重点研发计划项目、国家自然科学基金面上项目、校企合作横向课题多项。
电子信箱：yanghb@hit.edu.cn
主要学习经历
2022/03-至今，山东农业大学，土木工程系，副教授
2015/09-2021/11，哈尔滨工业大学，土木工程学院，工学博士（本博连读）
2011/09-2015/07，哈尔滨工业大学，土木工程学院，工学学士
研究领域
村镇住宅新民居建筑装配式钢结构及钢混结构梁柱及墙板体系研究；
大跨空间钢结构力学性能研究、装配式建筑结构研发；
正交异性钢桥焊接节点疲劳性能研究
代表性科研项目
1.山东省自然科学基金青年基金，基于结构应力法的正交异性钢桥顶板-U肋连接构造疲劳失效机理研究，研发时间：2024-2026，主持
2.国家重点研发计划，港珠澳大桥智能化运维技术集成应用，2019YFB1600702，研发时间：2019-2022，参与
3.国家自然科学基金面上项目，大口径全可动望远镜风振作用下的精度控制及疲劳性能研究，51678191，研发时间：2018-2022，参与
4.校企合作项目，新型外挂墙板研制与应用关键技术研究和有关规程编制，2022-2024，参与
代表性期刊论文
[1]Haibo Yang, Ping Wang*, Hongliang Qian. Fatigue behavior of typical details of orthotropic steel bridges in multiaxial stress states using traction structural stress. International Journal of Fatigue, 141, 12, 2020, 105862.
[2]Haibo Yang, Ping Wang, Hongliang Qian, Shuang Niu, Pingsha Dong. An experimental investigation into fatigue behaviors of single- and double-sided U rib welds in orthotropic bridge decks. International Journal of Fatigue 2022, 159: 106827.
[3]Haibo Yang, Ping Wang, Hongliang Qian, Pingsha Dong. Analysis of fatigue test conditions for reproducing weld toe cracking into U-rib wall in orthotropic bridge decks. International Journal of Fatigue 2022, 162, 106976.
[4]Haibo Yang, Ping Wang, Hongliang Qian, Pingsha Dong. Fatigue behavior of square tube-to-plate welded joints in bogie frames: Experimental study and traction structural stress modeling. International Journal of Fatigue 2022, 165: 107216.
[5]Haibo Yang, Ping Wang, Shuang Niu, Pingsha Dong. A criterion for fatigue failure mode evaluation of U-rib to deck joints. Journal of Materials Research and Technology 2022, 21: 2428-2444. https://doi.org/10.1016/j.jmrt.2022.10.069
[6]Haibo Yang. Experimental study on the verification of adequate fatigue test specimen size of U-rib-to-deck joints in orthotropic steel bridge decks. Fatigue Fract Eng Mater Struct. 2022; 45(12): 3786- 3799.
[7]Haibo Yang, Ping Wang, Hongliang Qian, Pingsha Dong. Modeling of fatigue failure mode in U-rib to deck joints in orthotropic bridge structures. Fatigue and Fracture of Engineering Structures and Materials 2022, 45(9): 2721-2733.
[8]Haibo Yang, Hongliang Qian*, Ping Wang*. Fatigue property analysis of U rib-to-crossbeam connections under heavy traffic vehicle load considering in-plane shear stress. Steel and composite structures, 2021, 38, 3, 271 - 280.
[9]Haibo Yang, Hongliang Qian*, Ping Wang*, Pingsha Dong. Multiaxial fatigue behaviors of open-rib to crossbeam joints in orthotropic bridge structures. Steel and composite structures, 2022, 42, 6, 843-857.
[10]Haibo Yang, Ping Wang, Hongliang Qian, Shuang Niu, Pingsha Dong. A Study of Fatigue Crack Propagation Paths at U-Rib Welds in Orthotropic Bridge Decks using a Phased-Array Imaging Technique. Theoretical and Applied Fracture Mechanics, 2022, 119, 103310.
[11]Haibo Yang, Ping Wang*, Hongliang Qian. Fatigue property of U rib-crossbeam-deck connections in OBD under combined loading of bending and torsion. Theoretical and applied fracture mechanics, 112, 2021, 102889.
[12]Huajie Wang, Haibo Yang*, Hongliang Qian, et al. Static Experimental Analysis and Optimization of Innovative Pre-engineered Tubular Section Beam-Column Connections in Cold-Form Steel Frames. Journal of Building Engineering, 2022, 48, 103989.
[13]Haibo Yang. Performance analysis of semi-rigid connections in prefabricated high-rise steel structures. Structures, 28, 12, 2020.
[14]Haibo Yang, Huajie Wang, Hongliang Qian, et al,. Mechanical performance of pre-engineered closed section beam-column connections in CFS frames: Experimental investigation. Structures 2022, 39: 164-174.
[15]Haibo Yang, Ping Wang*, Hongliang Qian, Pingsha Dong. Fatigue Performance of Different Rib-To-Deck Connections Using Traction Structural Stress Method. Applied Sciences-Basel, 4, 2020.
[16]Haibo Yang, Hongliang Qian, Ping Wang*, Pingsha Dong. Analysis of fatigue behavior of welded joints in orthotropic bridge deck using traction structural stress. Advances in Mechanical Engineering, 11, 11, 2019.
