土测院教师个人信息


姓 名
邵永波
性 别
男
联系方式
ybshao@swpu.edu.cn

出生日期
1973年12月
政治面貌
致公党党员
职 称
教授

个人简介

邵永波，男，山东海阳人，教授，博士生导师，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，国际期刊《Petroleum》、《The Open Civil Engineering Journal》编委。1992年本科毕业于清华大学工程力学系，专业为工程力学；2000年硕士研究生毕业于清华大学工程力学系，专业为固体力学专业；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。主要从事力学、海洋工程结构、钢及组合结构方面的科研工作。主持和主研国家级、省部级科研项目7项；获省部级奖4项，国际会议最佳论文奖2次；发表论文140余篇，其中SCI收录60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》、《材料力学》、《结构力学》

论文著作

[1].Shao YongBoand 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 Shaoand 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].S.T. Lie, C.K. Lee, S.P. Chiew andY.B. Shao(2005). “Validation of surface crack stress intensity factors of a tubular K-joint”,International Journal of Pressure Vessels and Piping, Vol. 82, No. 8, pp. 610-617.
[4].S.T. Lie, C.K. Lee, S.P. Chiew andY.B. Shao(2005). “Mesh modelling and analysis of cracked uni-planar tubular K-joints”,Journal of Constructional Steel Research, Vol. 61, No. 2, pp. 235-264.
[5].Chi King Lee, Lie Seng Tjhen, Chiew Sing Ping andShao Yongbo(2005). “Numerical models verification of cracked tubular T, Y and K-joints under combined loads”,Engineering Fracture Mechanics, Vol. 72, No. 7, pp. 983-1009.
[6].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.
[7].Lie S. T.,Shao Y. B., Lee C. K., Chiew S. P. (2006). “Stress intensity factor solutions for semi-elliptical weld-toe cracks in tubular K-joints”,Advances in Structural Engineering, Vol. 9, No. 1, pp. 129-138.
[8]. Gao, F,Shao, Y. B.and Gho, W.M. (2007). “Stress and strain concentration factors of completely overlapped tubular joints under lap brace IPB load”,Journal of Constructional Steel Research, Vol. 63, No. 3, pp. 305-316.
[9].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.
[10].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.
[11].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.
[12]. 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.
[13].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.
[14].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.
[15].Lie S.T., Li,T.,Shao Y.B.. (2012). “Estimation of stress intensity factors in tubular K-joints using direct and indirect methods”,Advanced Steel Construction, Vol. 8, No. 1, pp. 17-37.
[16]. Sing-Ping Chiew, Ji-Chao Zhang,Yong-Bo Shao, Zhi-Heng Qiu. (2012). “Experimental and Numerical Analysis of Complex Welded Tubular DKYY-joints”,Advances in Structural Engineering, Vol. 15, No. 9, pp. 1585-1594.
[17].Hamid Ahmadi, Mohammad Ali Lotfollahi-Yaghin,Shao Yong-Bo, Mohammad H. Aminfar. (2012). “Parametric study and formulation of outer-brace geometric stress concentration factors in internally ring-Stiffened tubular KT-joints of offshore structures”,Applied Ocean Research, Vol. 38, pp. 74-91.
[18]. Y. Che, Q.L. Wang,Y.B. Shao. (2012). “Compressive performances of the concrete filled circular CFRP-Steel tube (C-CFRP-CFST)”,Advanced Steel Construction, Vol. 8, No. 4, pp. 331-358.
[19].Hamid Ahmadi, Mohammad Ali Lotfollahi-Yaghin,Shao Yong-Bo. (2013). “Chord-side SCF distribution of central brace in internally ring-stiffened tubular KT-joints: a geometrically parametric study”, Thin-Walled Structures, Vol. 70, pp. 93-105.
[20]. 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.
[21].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.
[22].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.
[23].Qingli Wang,YongboShao. (2014). “Compressive performances of concrete filled square CFRP-Steel Tubes (S-CFRP-CFST)”,Steel and Composite Structures, Vol. 16, No. 5, pp. 455-480.
[24]. S.T. Lie, T. Li,Y. B. Shao.(2014). “Plastic collapse load prediction and failure assessment diagram analysis of cracked circular hollow section T-joint and Y-joint”.Fatigue & Fracture of Engineering Materials & Structures, Vol. 37, pp. 314-324.
[25].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
[26].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.
[27].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.
[28]. 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.
[29].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.
[30]. Wang Qing-li, Li Jia,Shao Yong-bo, Zhao Wei-juan. (2015). “Flexural performance of square concrete filled CFRP-Steel Tubes (S-CF-CFRP-ST)”,Advances in Structural Engineering, Vol. 18, No. 8, pp. 1319-1344.
[31].Q.L. Wang,Y.B. Shao. (2015). “Flexural performance of circular concrete filled CFRP-steel tubes”,Advanced Steel Construction, Vol. 11, No. 2, pp. 127-149.
[32].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.
[33]. Q.L. Wang, S.E. Qu,Y.B. Shao, L.M. Feng. (2016). “Static behavior of axially compressed circular concrete filled CFRP-steel tubular (C-CF-CFRP-ST) columns with moderate slenderness ratio”,Advanced Steel Construction,Vol. 12, No. 3, pp. 263-295.
[34]. S.T. Lie, T. Li,Y.B. Shao. (2016). “Stress intensity factors of tubular T/Y-joints subjected to three basic loading”,Advanced Steel Construction, Vol. 12, No. 2, pp. 109-133.
[35]. 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.
[36].S.T. Lie, T. Li,Y.B. Shao, S.P. Vipin. (2016). “Plastic collapse load prediction of cracked circular hollow section gap K-joints under in-plane bending”,Marine Structures, Vol. 50, pp. 20-34.
[37].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.
[38].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.
[39].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.
[40].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.
[41].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.
[42].Qing-Li, Wang, Zhan Zhao,Yong-Bo Shao, Qing-Lin Li. (2017). “Static behavior of axially compressed square concrete filled CFRP-steel tubular (S-CF-CFRP-ST) columns with moderate slenderness”,Thin-Walled Structures, Vol. 110, pp. 106-122.
[43]. 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.
[44]. 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.
[45]. 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.
[46].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.
[47].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.
[48].T. Li, S.T. Lie,Y.B. Shao. Fatigue and fracture strength of a multi-planar circular hollow section TT-joint.Journal of Constructional Steel Research, 2017, 129: 101-110.
[49]. Yu Chen, Ran Feng,Yongbo Shao, Xiaotian Zhang. Bond-slip behaviour of concrete-filled stainless steel circular hollow section tubes.Journal of Constructional Steel Research, 2017, 130: 248-263.
[50]. 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.
[51]. Xudong Gao, Yongbo Shao*, Liyuan Xie, Yamin Wang, Dongping Yang. Prediction of corrosive fatigue life of submarine pipelines of API 5L X56 steel materials. Materials, 2019, 12.
[52]. 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.
[53]. 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.
[54]. 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.
[55]. 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.
[56]. 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.
[57]. Cheng-Song Wu, M.F. Hassanein*, Hao, Deng, Yu-Mei Zhang,Yong-Bo Shao.Shear buckling response of S690 steel plate girders with corrugated webs. Thin-Walled Structures, 2020, 157, 107015.
[58]. 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.
[59]. 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.
[60]. Yong-Bo Shao, Hazem Samih Mohamed, Mostafa Fahmi Hassanein, Wen-Jie Wang, Li Xiao. Static strength of square T-joints reinforced with collar-plates under axial compression or in-plane bending. International Journal of Civil Engineering, 2020.

课题成果

[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（**），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（**），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（）,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（**），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（**），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。

荣誉奖励

1. “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。
2. “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。
3. “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。
4.“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。
5. “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。
6. “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。
7. 2016年科学中国人土木水利与建筑领域年度人物奖。
8. 2017年四川省有突出贡献的优秀专家。