邵永波，男，山东海阳人，教授，博士生导师，四川省特聘专家、四川省有突出贡献的优秀专家，四川省青年科技创新团队负责人。担任四川省土木建筑学会副理事长、四川省力学学会副理事长、西南地区基础力学与工程应用协会常务理事、中国钢结构协会海洋钢结构分会常务理事、中国建筑金属结构协会检测鉴定加固改造分会和教育分会常务委员，《Petroleum》编委。四川省欧美同学会×留学人员联谊会副会长、四川省欧美同学会东南亚分会会长、金沙娱场城app7979欧美同学会会长、致公党金沙娱场城app7979支部主委。

本科和硕士研究生毕业于清华大学工程力学系，2005年获新加坡南洋理工大学土木与环境工程学院博士学位，专业为土木工程。主要从事土木工程（钢结构和组合结构领域）、海洋工程结构和力学方面的科研工作。主持和主研国家级和省部级科研项目十余项；获省政府科技奖一等奖1项、二等奖1项、三等奖2项，协会奖二等奖3项。发表学术论文140余篇，其中SCI收录80余篇。曾作为会议主席组织召开国际会议2次，受邀在国际会议/研讨会上作大会特邀报告8次，获2016年科学中国人土木水利与建筑领域年度人物奖。

招生专业：机械工程一级学科下的工程结构安全方向（博士）、土木工程（学硕）、土木水利（专硕）

研究方向：钢结构、钢-混凝土组合结构、海洋工程结构

主讲课程：《钢结构设计原理》（本科）、《高等钢结构理论与设计》（研究生）

[1]. Shao YongBo and Lie Seng Tjhen. (2005). “Parametric equation of stress intensity factor for   tubular K-joint under balanced axial loads”, International Journal of Fatigue, Vol. 27, No. 6, pp. 666-679.

[2]. Yong-Bo Shao and Zhen-Bin Cao (2005). “Experimental and numerical analysis of fatigue behaviour for tubular K-joints”, Structural Engineering & Mechanics, An International Journal, Vol. 19, No. 6, pp. 639-652.

[3]. Yong-Bo Shao (2006). “Analysis of stress intensity factor (SIF) for cracked tubular K-joints subjected to balanced axial load”, Engineering Failure Analysis, Vol. 13, No. 1, pp. 44-64.

[4]. Shao Yong-Bo (2007). “Geometrical effect on the stress distribution along weld toe for tubular T- and K-joints under axial loading”, Journal of Constructional Steel Research, Vol. 63, No. 9, pp. 1351-1360.

[5]. Shao Yong-Bo, Du Zhi-Fu, Lie Seng-Tjhen. (2009). ”Prediction on hot   spot stress distribution for tubular K-joints under basic loadings”, Journal of Constructional Steel Research, Vol. 65, No. 10-11, pp. 2011-2026.  

[6]. Shao Yong-Bo, Lie Seng-Tjhen, Chiew Sing-Ping. (2010). “Static strength of tubular T-joints with reinforced chord under axial compression”, Advances in Structural Engineering, Vol. 13, No. 2, pp. 369-378.

[7].   Yong-Bo Shao, Tao Li, Seng-Tjhen Lie, Sing-Ping Chiew. (2011). “Hysteretic behaviour of square tubular T-joints with chord reinforcement under axial cyclic loading”, Journal of Constructional Steel Research, Vol. 67, No. 1, pp. 140-149.  

[8]. Yong-Bo Shao, Seng-Tjhen Lie, Sing-Ping Chiew, Yan-Qing Cai. (2011). “Hysteretic performance of circular hollow section tubular joints with collar-plate reinforcement”, Journal of Constructional Steel Research, Vol. 67, No. 12, pp. 1936-1947.

[9]. Yang Jie, Shao Yongbo*, Chen Cheng. (2012). “Static strength of chord reinforced tubular Y-joints under axial loading”, Marine Structures, Vol. 29, No. 1, pp. 226-245.

[10].  Chen Cheng, Shao Yongbo*, Yang Jie. (2013). “Experimental and numerical study on fire resistance of circular tubular T-joints”, Journal of Constructional Steel Research, Vol. 85, No. 6, pp. 24-39.

[11]. Shu-bin He, Yong-bo Shao*, Hong-yan Zhang, Dong-ping Yang, Feng-le Long. (2013). “Experimental study on circular hollow section (CHS) tubular K-joints at elevated temperature”, Engineering Failure Analysis, Vol. 34, pp. 204-216.

[12]. J. Yang, Y. B. Shao*, C. Chen. (2014). “Experimental study on fire resistance of square hollow section (SHS) tubular T-joint under axial compression”, Advanced Steel Construction, Vol. 10, No. 1, pp. 72-84.

[13]. Shubin He, Yongbo Shao*, Hongyan Zhang. (2015). Evaluation on fire resistance of tubular K-joints based on critical temperature method. Journal of Constructional Steel Research, Vol. 115, pp. 398-406

[14]. Shubin He, Yongbo Shao*, Hongyan Zhang, Qingli Wang. (2015). “Parametric study on performance of circular tubular K-joints at elevated temperature”, Fire Safety Journal, Vol. 71, pp. 174-186.

[15]. Hongqing Liu, Yongbo Shao*, Ling Lu, Qingli Wang. (2015). “Hysteresis of concrete-filled circular tubular (CFCT) T-joints under axial load”. Steel & Composite Structures,Vol. 18, No. 3, pp. 739-756.

[16]. C. Chen, Y.B. Shao*, J. Yang. (2015). “Study on fire resistance of circular hollow section (CHS) T-joint stiffened with internal rings”, Thin-Walled Structures, Vol. 92, pp. 104-114.

[17].  M.J. Cui, Y.B. Shao*. (2015). “Residual static strength of cracked concrete-filled circular steel tubular (CFCST) T-joint”, Steel & Composite Structures, Vol. 18, No. 4, pp. 1045-1062.

[18]. Y. Chen, Y.B. Shao*. (2016). “Static   strength of square tubular Y-joints with reinforced chord under axial compression”, Advanced Steel Construction, Vol. 12, No. 3, pp. 211-226.  

[19].  Yongbo Shao, Haicheng Zhao, Dongping Yang. (2016). “Discussion on two methods for determining static strength of tubular T-joints at elevated temperature”, Advances in Structural Engineering, Vol. 19, pp. 1-18.

[20]. Yong-Bo Shao. (2016). “Static strength of collar-plate reinforced tubular T-joints under   axial loading”, Steel and Composite Structures, Vol. 21, No. 2, pp. 323-342.

[21].  Y.B. Shao, Y.M. Wang, D.P. Yang. (2016). “Hysteretic behaviour of circular tubular T-joints   with local chord reinforcement”, Steel and Composite Structures, Vol. 21, No. 5, pp. 1017-1029.

[22].  Yongbo Shao, Yijie Zheng, Haicheng Zhao, Dongping Yang. (2016). “Performance of tubular T-joints at elevated temperature by considering effect of chord compressive stress”, Thin-Walled Structures, Vol. 98, pp. 533-546.

[23].   Y.B. Shao, Y.M. Wang. (2016). “Experimental study on shear behavior of I-girder with concrete-filled tubular flange and corrugated web”, Steel and Composite Structures, Vol. 22, No. 6, pp. 1465-1486.

[24]. Yongbo Shao, Yamin Wang. (2017). “Experimental study on static behavior of I-girder with concrete-filled rectangular flange and corrugated web under concentrated load at mid-span”, Engineering Structures, Vol. 130, pp. 124-141.

[25].  Yamin Wang, Yongbo Shao*, Dongping Yang. Static test on failure process of tubular T-joints with initial fatigue crack. Steel and Composite Structures, 2017, 24(5): 615-633.

[26].  Yamin Wang, Yongbo Shao*, Yifang Cao. Static behavior of steel tubular Structures considering local joint flexibility. Steel and Composite Structures, 2017, 24(4): 425-439. 

[27]. Yongbo Shao, Haicheng Zhao, Dongping Yang. Discussion on two methods for determining   static strength of tubular T-joints at elevated temperature. Advances in Structural Engineering, 2017, 20(5): 704-721.

[28]. Yongbo Shao, Shubin He, Hongyan Zhang, Dongping Yang. Hysteretic behavior of tubular T-joints after exposure to elevated temperature. Ocean Engineering, 2017, 129: 57-67.

[29]. Yongbo Shao, Shubin He, Dongping Yang. Prediction on static strength for CHS tubular K-joints at elevated temperature. KSCE Journal of Civil Engineering, 2017, 21(3): 900-911.

[30]. Yamin Wang, Yongbo Shao*. Stress analysis of a new steel-concrete composite I-girder. Steel and Composite Structures, 2018, Vol. 28, No. 1, pp. 51-61.

[31]. Hassanein M.F.*, Shao Y.-B.*, Elchalakani M., El Hadidy A.M. Flexural buckling of circular concrete-filled stainless steel tubular columns. Marine Structures, 2020, 71, 102722.

[32]. Y.M. Wang, Y.B. Shao*, C. Chen, U. Katwal. Prediction of flexural and shear yielding strength of short span I-girders with concrete-filled tubular flanges and corrugated web – I: Experimental test. Thin-Walled Structures, 2020, 148, 106592.

[33]. Y.M. Wang, Y.B. Shao*, C. Chen, U. Katwal. Prediction of flexural and shear yielding strength of short span I-girders with concrete-filled tubular flanges and corrugated web-II: Numerical simulation and theoretical analysis. Thin-Walled Structures, 2020, 148, 106593.

[34]. Yong-Bo Shao, Yu-Mei Zhang, M.F. Hassanein*. Strength and behaviour of laterally-unrestrained S690 high-strength steel hybrid girders with corrugated webs. Thin-Walled Structures, 2020, 150, 106688.

[35]. M.F. Hassanein, A.A. Elkawas, Yong-Bo Shao*, M. Elchalakani, A.M. El Hadidy. Lateral-Torsional buckling behaviour of mono-symmetric S460 corrugated web bridge girders. Thin-Walled Structures, 2020, 153, 106803.

[36]. M.F. Hassanein, A.A. Elkawas, Yong-Bo Shao*. Assessment of the suitability of Eurocode design model for corrugated web girders with slender flanges. Structures, 2020, 27, 1551-1569. 

[37]. Yong Bo Shao, Hazem Samih Mohamed*, Li Wang, Cheng Song Wu. Experimental and numerical investigation on stiffened rectangular hollow flange beam. International Journal of Steel Structures, 2020.

[38]. Gao Xudong, Shao Yongbo*, Xie Liyuan, Yang Dongping. Behavior of API 5L X56 submarine pipes under transverse impact. Ocean Engineering, 2020, 206, 107337.

[39]. HS Mohamed, YB Shao*, C Cheng, MY Shi. (2021). “Static strength of CFRP-strengthened tubular TT-joints containing initial local corrosion defect”. Ocean Engineering, 236, 109484.

[40]. Jialing OU, Yongbo Shao*. “Compressive strength of circular concrete filled steel tubular stubs strengthened with CFRP”. Steel and Composite Structures, 2021, 39(2): 189-200.

[41]. Yu-Mei Zhang, M.F. Hassanein, Marina Bock, Yong-Bo Shao*. Global buckling of S690 transversely-stiffened plate girders with slender webs: behaviour and design. Thin-Walled Structures, 2021, 161, 107519.

[42]. Hassanein M. F., Elkawas A. A., Bock Marina, Shao Yong-Bo*, Elchalakani M. Effect of using slender flanges on EN 1993-1-5 design model of mono-symmetric S460 corrugated web bridge girders. Structures, 2021, 33: 330-342.

[43]. Kuan Peng, Yong-bo Shao*, Qing-li Wang, Yi-fang Cao. Hysteretic behavior and restoring force model of specimens of square concrete-filled CFRP-steel tubular beam-column. International journal of Steel Structures, 2022.

[44]. Xudong Gao, Yongbo Shao*, Cheng Chen, Hongmei Zhu, Kangshuai Li. Experimental and numerical investigation on transverse impact resistance beahviour of pipe-in-pipe submarine pipelines after service time. Ocean Engineering, 2022, 248, 110868.

[45]. Xiaodong Xu, Yongbo Shao*, Xudong Gao, Hazem Samih Mohamed. Stress concentration factor (SCF) of CHS gap TT-joints reinforced with CFRP. Ocean Engineering, 2022, 247, 110722.

[46]. Yipeng Du, Yongbo Shao*, Yifang Cao. Performance of repaired steel plate shear wall with earthquake-induced damage. Journal of Constructional Steel Research, 2022, 190, 107149.

[47]. Hongmei Zhu, Yongbo Shao*, Guoqiang Chi, Xudong Gao, Kangshuai Li. Simplified bar-system model for tubular structures by considering local joint flexibility. Marine Structures, 2022, 81, 103122.

[48]. Amany Refat Elsisy, Yong-bo Shao*, Man Zhou, M.F. Hassanein. A study on the compressive strengths of stiffened and unstiffened concrete-filled austenitic stainless steel tubular short columns. Ocean Engineering, 2022, 248, 110793.

[49]. Mostat Fahmi Hassanein, Yongbo Shao, Man Zhou. Behaviour and design of trapezoidally corrugated web girders for bridge construction. Elsevier Publisher, 2022.

[50]. T/CECS 785-2020. 钢管混凝土桁式混合结构技术规程. 中国建筑工业出版社, 2021. (参编)

[1]. 国家自然科学基金：焊接钢结构在海洋干湿交替环境与多轴应力耦合作用下腐蚀疲劳失效演化过程与评估技术（52078441），2021-2024，负责人。

[2]. 四川省青年科技创新团队：工程结构安全评估与灾害防护技术（2019JDTD0017），2019-2022，负责人。

[3]. 国家自然科学基金：环口板加强型管节点的性能研究（50808153），2009-2011，负责人。

[4]. 国家自然科学基金国际交流项目：第12届结构检测、评估、维修和维护国际会议（51010305058）,2010-2010，负责人。

[5]. 国家自然科学基金：冲击荷载作用下焊接管节点失效机理与对策研究（51108399），2011-2013，第2位。

[6]. 国家自然科学基金：高层钢结构地震倒塌模式控制与整体抗震能力设计方法（51208449），2013-2015，第2位。

[7]. 山东省自然科学基金：基于完全叠接形式的加强型焊接圆钢管节点的抗震性能研究（ZR2009FM014），2010-2012，负责人。

[8]. 山东省自然科学基金：海洋平台加强型管节点抗冲击性能研究(ZR2011EL046)，2011-2014，第2位。

[9]. 教育部留学回国人员科研启动基金：包含表面裂纹的海洋平台管道节点结构的残余疲劳寿命预测方法，2006-2008，负责人。

研究方向：钢结构、钢-混凝土组合结构、海洋工程结构

1. “极端作用下大型复杂钢管结构体系性能评估和提升技术及工程应用”，福建省科技进步二等奖， 2022年，第二位。

2. “大型复杂空间钢管结构设计建造新技术与应用”，湖北省科技进步一等奖，2019年，第三位。

3. “浅海石油导管架平台延寿关键技术”，四川省科技进步三等奖，2017年，第一位。

4. “海洋延寿平台检测评估与安全保障技术”，中国海洋工程科学技术二等奖，2017年，第二位。

5. “导管架采油平台关键结构失效评估与维修加固技术”，中国石油和化工自动化应用协会科技进步二等奖，第一位。

6. “埕岛油田开发工程及关键装备安全评价技术体系”，中国海洋工程科学技术二等奖，2015年，第七位。

7. “局部非线性系统的动力数值分析方法在土木工程中的应用研究”，山东省自然科学三等奖，2006年，第五位。

8.    2016年科学中国人土木水利与建筑领域年度人物奖。

9.    2017年四川省有突出贡献的优秀专家。