杨海波，副教授，工学博士，哈尔滨工业大学本硕博学历，硕士研究生导师，山东省高层次人才，山东省优秀博士论文获得者，山东省高等学校青年创新团队核心成员，荣获山东省高层次人才（山东惠才卡）、泰山人才金卡、泰安市高层次人才等荣誉。

担任教育部学位与研究生教育发展中心专家库专家、山东省科技专家库技术研发专家、山东土木建筑学会入库专家、中国建筑学会冰雪工程专业委员会专业会员、山东省城市更新学会会员，现任国际SCI Fatigue and Fracture of Engineering Materials and Structures特刊编委、Materials期刊编委、《长安大学学报》青年编委、国际SCI期刊Sustainable Structures 青年编委，同时担任《土木工程学报》、《建筑结构学报》、Elsevier多个期刊特约审稿人。

主要从事大跨度桥梁钢桥面板焊接结构服役耐久性研究、新型装配式钢结构设计分析工作、等工作。

以第一作者身份在中科院1区TOP期刊（Engineering Structures、International Journal of Fatigue）、中科院2区期刊（Journal of Constructional Steel Research、Structures、Journal of Material Research and Technology等）累积发表SCI论文21篇。

科研项目

1、主持山东省自然科学基金面上项目《基于多失效模式损伤度相容的钢桥面板结构体系疲劳失效机理与抗力评估方法研究》

2、主持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》

3、主持东南大学长大桥梁安全长寿与健康运维全国重点实验室《大跨桥梁钢箱梁全寿命可靠指标及性能分析方法研究》

4、主持山东农业大学冲一流专项建设项目《港珠澳大桥疲劳性能评估方法研究》

5、参与国家重点研发计划课题项目子课题《港珠澳大桥智能化运维技术集成应用》

6、参与国家重点研发计划课题项目子课题《超高层建筑工程施工安全关键技术研究与示范》

7、参与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》

8、参与国家自然科学基金面上项目《空间钢结构日照非均匀温度场作用机理及其设计方法研究》

9、参与山东省高等学校青年创新团队项目《在役海洋油气管道腐蚀失效机理与风险评估方法研究》

荣获山东农业大学青年教师讲课比赛学院特等奖、学校二等奖，指导学生参加全国、山东省结构设计大赛，获得国家级二等奖、省级二等奖、优秀组织单位、优秀指导教师；荣获山东农业大学“万名学子联万村，我为家乡做贡献”暑期大调研“优秀指导教师”、青年岗位能手称号，山东农业大学研究生教学成果奖二等奖。

电子邮箱：yanghb@sdau.edu.cn

已发表论文：

以第一作者 / 通讯作者发表SCI论文21篇，其中中科院1区TOP期刊5篇，中科院2区TOP期刊3篇，中科院2区期刊10篇。

[1] Haibo Yang, Ping Wang, Hongliang Qian. Fatigue performance and failure mechanism of root-throat crack in typical evaluation models of orthotropic steel bridges. Engineering Structures 2025, 336: 120419.

[2] 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.

[3] 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.

[4] 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.

[5] 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.

[6] 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.

[7] Haibo Yang, Ping Wang, Hongliang Qian. Multi-dimensional influence surface-based analysis on fatigue strength of semi-open-rib to deck welded joints in OBD. Fatigue and Fracture of Engineering Structures and Materials 2025, 1: 1-17.

[8] 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 and Fracture of Engineering Structures and Materials. 2022; 45(12): 3786- 3799.

[9] 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.

[10] 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.

[11] 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.

[12] Haibo Yang, Ping Wang, Özler Karakas, Nail Tüzün. Comparative analysis on failure mode and fatigue life prediction of U-rib-to-deck welded joints: Unraveling design-critical factors in orthotropic steel decks. Theoretical and Applied Fracture Mechanics, 2025: 105281.

[13] 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.

[14] 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.

[15] Haibo Yang, Xueqi Lu, Ping Wang, Hongliang Qian. Effects of variable amplitude load and stress ratio on fatigue performance of orthotropic steel decks: An experimental study. Journal of Constructional Steel Research, 2025, 227: 109353.

[16] 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.

[17] Haibo Yang, Ping Wang*, Özler Karakas, Hongliang Qian. State-of-the-art of fatigue performance and estimation approach of orthotropic steel bridge decks. Structures, 2024, 70: 107729.

[18] Haibo Yang. Performance analysis of semi-rigid connections in prefabricated high-rise steel structures. Structures, 28, 12, 2020.

[19] 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.