康澜
发布时间: 2016-09-06

 

 

康澜,女,副教授,一直致力于钢结构、组合结构的防灾减灾研究。总共发表学术期刊论文50余篇,其中SCIEIISTP收录论文28篇,SCI收录论文15篇,1篇论文发表在 JCR 2期刊《Construction and Building Materials》,2篇论文发表在结构工程领域核心期刊Engineering Structures》,并获高度评价;主持科研项目7项,参与5项,其中国家级项目2项,省部级2项,特别是日本JSPS外国人特别研究员项目每年向全球非日籍青年学者招募两次,每次录取比例仅有10%左右;曾担任第十二届结构工程国际研讨会(the 12th International Symposium on Structural Engineering, ISSE-12)分会主席;多次被中日高校邀请做学术报告;参编地方标准行业标准1项;获得1项发明专利。欢迎有志于钢结构和组合结构方向的考生报考研究生.

教育背景

2006.09 ~ 2009.09 博士,同济大学,土木工程学院建筑工程系,结构工程专业;

2003.09 ~ 2006.07 硕士,华南理工大学,建筑学院土木工程系,结构工程专业;

1999.09 ~ 2003.07 本科,华南理工大学,建筑学院土木工程系,土木工程专业。

工作经历

2014.09 ~       副教授,华南理工大学,土木与交通学院,土木工程系;
2012.04 ~ 2014.06  JSPS
外国人特别研究员,日本名城大学,工学部;
2011.04 ~ 2012.03 
博士后研究员,大幸学者,日本名城大学,工学部;
2009.09 ~ 2011.03 
工程师,中交四航工程研究院有限公司,结构所。

研究方向

1 钢结构以及钢-混凝土组合结构防灾减灾实验、数值分析以及设计方法研究;

2 结构计算力学,结构计算分析方法,有限元数值模拟以及有限元程序开发;

3 地震耦合海啸作用研究;

4 高强钢、高性能钢基本力学性能、疲劳性能、可焊性以及抗火研究。

主持项目情况

1.        2016.01 ~2018.12国家自然科学基金青年科学基金项目,考虑极低周疲劳效应的焊接钢材延性断裂模型及评价分析方法研究24万元;

2.        2015.01 ~2017.12,跨海大桥在地震耦合海啸作用下的抗撞性能研究,广东省科技计划项目,20万元;

3.        2016.01 ~2017.12亚热带建筑科学国家重点实验室开放课题,极低周疲劳作用下焊接钢结构的延性断裂性能评价分析方法研究3万元;

4.        2015.01 ~2016.12,中央高校基本科研业务费资助项目,不同应力三轴度条件下焊接钢材的延性断裂性能研究,9万元;

5.        2012.04 ~2014.06,日本文部省学术振兴会(JSPS)外国人特别研究员项目,Seismic Evaluation of Steel Bridge Structures Accounting for Effects of Extremely Low-Cycle Fatigue1101.2万日元;

6.        2011.04 ~2012.03,日本财团Daiko Foundation研究员项目,Structural-Damage-Assessment-Oriented Elasto-plastic Multi-scale Modeling and Its Application300万日元。

 

学术任职和学术报告

1. 广东省标准《再生块体混凝土组合结构技术规程》编委;

2. 在编行业标准《再生混合混凝土组合结构技术规程》编委;

3. 第十二届结构工程国际研讨会(the 12th International Symposium on Structural Engineering, ISSE-12)分会主席

4. 第三届城市安全国际学术研讨会(the 3rd International Symposium on Advances in Urban Safety Conference, SAUS2012)组委会委员;

5. 日本土木学会(JSCE)正会员,日本地震工程学会(JAEE)正会员;

6. 康澜. "长周期结构的地震作用", 2016结构工程留日青年学者学术沙龙, 73-4, 2016. 主题报告

7. Ge, HB, Kang L and Hayami K. "Recent research developments in ductile fracture of steel bridge structures", Keynote Lecture, Proc. the 12th International Symposium on Structural Engineering, Wuhan, China, November 17-19, 2012, pp.61-77. 大会特邀报告

8. Magoshi K, Kang L, Ge HB, Nonaka T, Harada T and Murakami K. "An evaluation method for large drifting object-bridge collision during tsunami", Keynote Lecture, Proc. the 3rd International Symposium on Advances in Urban Safety Conference, Nanjing, China, Nov. 24-25, 2012. 大会特邀报告

9. Ge HB, Kang L. "Safety margins of the capacity of seismic control dampers in steel bridge against multiple earthquakes", Keynote Lecture, Proc. the 4th International Symposium on Innovation & Sustainability of Structures in Civil Engineering, Xiamen University, Xiamen, China, Oct. 28-30, 2011, pp.23-29. 大会特邀报告

10. Kang L, Ge HB, Li ZX. "Some key issues on non-replacement of seismic dampers in bridge structures under multiple earthquake", The International Workshop on Advances in Seismic Experiments and Computations, Nagoya, Japan, 12-13 March, 2012. 大会一般报告

11. Kang L, Ge HB. "Mesh-size effect study of extremely low cycle fatigue life prediction for steel bridge piers by using different models", The 32nd Conference on Earthquake Engineering, JSCE, Tokyo, Japan, 25-27 October, No. 204, 2012. 分会场报告

12. Kang L, Ge HB, Mori S. "A simplified method for evaluating ductile crack initiation in steel bridge structures subjected to earthquake loading", International Symposium on Earthquake Engineering, JAEE, Tokyo, Japan, 25-27 October, 2012. 分会场报告

13. Kang L, Ge HB, Hada S. "Experimental investigation of ductile failure of steel bridge piers", The 12th International Symposium on Structural Engineering, Wuhan, China, 17-19 November, 2012. 分会场报告

14. Kang L, Ge HB, Rikuya M. "A prediction model for ductile fracture of steel bridge piers", The 18th Computational Engineering Conference, JSCES, Tokyo, Japan, 19-20 June, 2013. 分会场报告

15. Kang L, Ge HB. "Three-stage and two-parameter ductile fracture model for welded structural steels", The 6th International Symposium on Innovation & Sustainability of Structures in Civil Engineering (ISISS2015), Beijing, China, 25 July, 2015. 分会场报告

三大索引收录论文

[1]        Kang L, Ge HB, Fang X. An improved ductile fracture model for structural steels considering effect of high stress triaxiality. Construction and Building Materials 2016;115:634-50.

[2]        Liu Q, Ma JB, Kang L, Sun GY, Li Q. An experimental study on fatigue characteristics of CFRP-steel hybrid laminates. Materials & Design 2015;88:643-50.

[3]        Kang L, Ge H, Kato T. Experimental and ductile fracture model study of single-groove welded joints under monotonic loading. Engineering Structures 2015;85:36-51.

[4]        Kang L, Ge HB. Predicting ductile crack initiation in steel bridge piers with unstiffened box section under specific cyclic loadings using detailed and simplified evaluation methods. Advances in Structural Engineering 2015;18(9):1427-42.

[5]        Ge H, Kang L. Ductile crack initiation and propagation in steel bridge piers subjected to random cyclic loading. Engineering Structures 2014;59:809-20.

[6]        Ge H, Jia L-J, Kang L, Suzuki T. Experimental study on seismic performance of partial penetration welded steel beam-column connections with different fillet radii. Steel and Composite Structures 2014;17(6):851-65.

[7]        Magoshi K, Kang L, Ge H, Nonaka T, Harada T, Murakami K. An evaluation method for large drifting object-bridge collision during tsunami. Journal of Earthquake and Tsunami 2013;7(2).

[8]        Kang L, Ge H. Predicting ductile crack initiation of steel bridge structures due to extremely low-cycle fatigue using local and non-local models. Journal of earthquake engineering 2013;17(3):323-49.

[9]        Ge H, Kang L, Tsumura Y. Extremely low-cycle fatigue tests of thick-walled steel bridge piers. Journal of Bridge Engineering 2013;18(9):858-70.

[10]      Ge H, Kang L, Hayami K. Recent research developments in ductile fracture of steel bridge structures. Journal of Earthquake and Tsunami 2013;7(3).

[11]      Kang L, Ge HB. Srength and ductility evaluation method for steel bridge pier frames considering effect of shear failure. Advanced Steel Construction 2012;8(4):366-82.

[12]      Ge H, Kang L. A damage index-based evaluation method for predicting the ductile crack initiation in steel structures. Journal of earthquake engineering 2012;16(5):623-43.

[13]      Ge H, Chen X, Kang L. Demand on stiffened steel shear panel dampers in a rigid-framed bridge pier under repeated seismic ground motions. Advances in Structural Engineering 2012;15(3):525-46.

[14]      Kang L, Zhang Q, Wang Z. Linear and geometrically nonlinear analysis of novel flat shell elements with rotational degrees of freedom. Finite Elements in Analysis and Design 2009;45(5):386-92.

[15]      Kang L, Ge H, Hada S. Experimental investigation of ductile failure of steel bridge piers.  12th International Symposium on Structural Engineering, ISSE 2012, November 17, 2012 - November 19, 2012. Wuhan, China: Science Press; 2012. p. 1031-8.

[16]      Ge H, Kang L, Hayami K. Recent research developments in ductile fracture of steel bridge structures.  12th International Symposium on Structural Engineering, ISSE 2012, November 17, 2012 - November 19, 2012. Wuhan, China: Science Press; 2012. p. 61-77.

[17]      Wang Z-Q, Zhang Q-L, Kang L. Beam element end release by extra degree of freedom method. Chongqing Daxue Xuebao/Journal of Chongqing University 2011;34(2):125-9+41.

[18]      Su LW, Kang L. Hydraulic analysis of immersed tunnel element's immersion and its application. In: Li G, Huang Y, Chen C, editors. Advanced Building Materials, Pts 1-42011. p. 2360-5.

[19]      Kang L, Zhang Q-L, Wang Z-Q, Wu J. Numerical method of free torsion constant for arbitrary complicated thin-walled cross section. Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology) 2011;42(5):1437-41.

[20]      Wu J, Zhang QL, Luo XQ, Kang L. Construction stages simulation for cable-stayed bridge on geometrical nonlinear analysis.  5th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2010, July 11, 2010 - July 15, 2010. Philadelphia, PA, United states: Taylor and Francis Inc.; 2010. p. 1513-7.

[21]      Kang L, Zhang Q-L. Linear and nonlinear finite element analysis of a degenerated 3D beam element. Tumu Jianzhu yu Huanjing Gongcheng/Journal of Civil, Architectural and Environmental Engineering 2009;31(2):13-7.

[22]      Kang L, Zhang Q. A quadrilateral flat shell element with rotational degrees of freedom. Tongji Daxue Xuebao/Journal of Tongji University 2009;37(2):164-8+96.

[23]      Liu Q, Kang L, Ruan F. Novel generalized compatibility plate elements based on quadrilateral area coordinates; 2008.

[24]      Kang L, Zhang QL. Linear and geometrically nonlinear analysis of shell elements with rotational degrees using the quadrilateral area coordinates method. 11th International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp 2007, September 18, 2007 - September 21, 2007. St. Julians, Malta: Civil-Comp Press; 2007.

[25]      Shu X-W, Kang L, Liu Q. Novel four-node membrane element with rotational degrees of freedom. Huanan Ligong Daxue Xuebao/Journal of South China University of Technology (Natural Science) 2006;34(2):112-7.

[26]      Liu Q, Kang L. Springback compensation based on FDM-DTF method. In: Barlat F, Moon YH, Lee MG, editors. Numiform 2010, Vols 1 and 2: Dedicated to Professor O C Zienkiewicz2010. p. 1256-62.

[27]      Kang L, Su L-W. Two 3D spring elements and their applications for nonlinear analysis based on the co-rotational formulation. In: Zachariah R, editor. Architecture and Civil Engineering2010. p. 1-6.

获奖情况

港珠澳大桥沉管隧道管节变形缝的水密性、耐久性试验研究,获得2010年度中交四航局科技进步二等奖,本人排名第3,为主要完成人。

专利发明

发明专利一项,用于隧道变形缝止水带水密性试验的试验系统及试验方法。
联系方式
Email:ctlkang@scut.edu.cn