康瀾

康瀾，女，博士，華南理工大學土木與交通學院、碩士生導師。

基本介紹

• 中文名：康瀾
• 畢業院校：同濟大學
• 學位/學歷：博士
• 職業：教師
• 專業方向：鋼結構、組合結構的防災減災
• 任職院校：華南理工大學

人物經歷

學習經歷

2006.09 ~ 2009.09 博士，同濟大學，土木工程學院建築工程系，結構工程專業；

2003.09 ~ 2006.07 碩士，華南理工大學，建築學院土木工程系，結構工程專業；

1999.09 ~ 2003.07 本科，華南理工大學，建築學院土木工程系，土木工程專業。

工作經歷

2014.09 ~ 今 副教授，華南理工大學，土木與交通學院，土木工程系；

2012.04 ~ 2014.06 JSPS外國人特別研究員，日本名城大學，工學部；

2011.04 ~ 2012.03 博士後研究員，大幸學者，日本名城大學，工學部；

2009.09 ~ 2011.03 工程師，中交四航工程研究院有限公司，結構所。

學術任職

1. 廣東省標準《再生塊體混凝土組合結構技術規程》編委；

2. 在編行業標準《再生混合混凝土組合結構技術規程》編委；

3. 第十二屆結構工程國際研討會(the 12 International Symposium on Structural Engineering, ISSE-12)分會主席；

4. 第三屆城市安全國際學術研討會(the 3 International Symposium on Advances in Urban Safety Conference, SAUS2012)組委會委員；

研究方向

鋼結構、組合結構的防災減災研究

學術成果

總共發表學術期刊論文50餘篇，其中SCI、EI和ISTP收錄論文28篇，SCI收錄論文15篇，1篇論文發表在 JCR 2區期刊《Construction and Building Materials》，2篇論文發表在結構工程領域核心期刊《Engineering Structures》，並獲高度評價；主持科研項目7項，參與5項，其中國家級項目2項，省部級2項，特別是日本JSPS外國人特別研究員項目每年向全球非日籍青年學者招募兩次，每次錄取比例僅有10%左右；曾擔任第十二屆結構工程國際研討會(the 12th International Symposium on Structural Engineering, ISSE-12)分會主席；多次被中日高校邀請做學術報告；參編地方標準和行業標準各1項；獲得1項發明專利。

主持項目

1. 2016.01 ~2018.12，國家自然科學基金青年科學基金項目，考慮極低周疲勞效應的焊接鋼材延性斷裂模型及評價分析方法研究，24萬元；

2. 2015.01 ~2017.12，跨海大橋在地震耦合海嘯作用下的抗撞性能研究，廣東省科技計畫項目，20萬元；

3. 2016.01 ~2017.12，亞熱帶建築科學國家重點實驗室開放課題，極低周疲勞作用下焊接鋼結構的延性斷裂性能評價分析方法研究，3萬元；

4. 2015.01 ~2016.12，中央高校基本科研業務費資助項目，不同應力三軸度條件下焊接鋼材的延性斷裂性能研究，9萬元；

5. 2012.04 ~2014.06，日本文部省學術振興會(JSPS)外國人特別研究員項目，Seismic Evaluation of Steel Bridge Structures Accounting for Effects of Extremely Low-Cycle Fatigue，1101.2萬日元；

6. 2011.04 ~2012.03，日本財團Daiko Foundation研究員項目，Structural-Damage-Assessment-Oriented Elasto-plastic Multi-scale Modeling and Its Application，300萬日元。

學術論著

會議論文

康瀾. "長周期結構的地震作用", 2016結構工程留日青年學者學術沙龍, 7月3-4日, 2016年. 主題報告

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

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. 大會特邀報告

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

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. 大會一般報告

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

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. 分會場報告

Kang L, Ge HB, Hada S. "Experimental investigation of ductile failure of steel bridge piers", The 12 International Symposium on Structural Engineering, Wuhan, China, 17-19 November, 2012. 分會場報告

Kang L, Ge HB, Rikuya M. "A prediction model for ductile fracture of steel bridge piers", The 18 Computational Engineering Conference, JSCES, Tokyo, Japan, 19-20 June, 2013. 分會場報告

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

索引收錄

[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.

專利發明

發明專利一項，用於隧道變形縫止水帶水密性試驗的試驗系統及試驗方法。

獲獎記錄

港珠澳大橋沉管隧道管節變形縫的水密性、耐久性試驗研究，獲得2010年度中交四航局科技進步二等獎，本人排名第3，為主要完成人。