弓扶元，男，博士，浙江大學百人計畫研究員、博士生導師。
基本介紹
- 中文名：弓扶元
- 畢業院校：日本北海道大學
- 學位/學歷：博士
- 職業：教師
- 專業方向：混凝土耐久性、有限元及離散單元模擬、多孔介質材料力學
- 職務：浙江大學博士生導師
- 職稱：百人計畫研究員
- 任職院校：浙江大學建築工程學院
個人經歷,研究方向,科研成果,榮譽獎項,
個人經歷
學習經歷
2007.09 - 2011.07：清華大學，水利水電工程系，學士（經濟學二學位）
2011.10 - 2013.03：日本北海道大學，土木工程系，碩士
2013.04 - 2015.09：日本北海道大學，土木工程系，博士
工作經歷
2012.08 - 2012.10：美國普林斯頓大學，訪問學者
2014.04 - 2016.03：日本學術振興會（JSPS）特別研究員
2015.10 - 2018.03：日本東京大學，博士後研究員
2018.04 - 2018.09：日本橫濱國立大學，助理教授
2018.09 - 至今 ：浙江大學建築工程學院，百人計畫研究員，博士生導師
行業服務
- 日本混凝土協會Journal of Advanced Concrete Technology (SCI) 副主編（Associate Editor）
- International Journal of Structural Engineering，副主編（Associate Editor）
研究方向
- ·混凝土耐久性
- ·有限元及離散單元模擬
- ·多孔介質材料力學
科研成果
弓扶元博士主要從事混凝土材料凍害下孔隙力學、熱力學和微觀力學模型、細觀離散數值模擬方法的研究，以及混凝土結構在多因素（凍害、鹼骨料反應及鏽蝕）耦合下耐久性的劣化機理和數值模擬。2014年至2016年入選JSPS（日本學術振興會）特別研究員。2012年作為訪問學者赴美國Princeton University進行合作研究。近五年在國際知名期刊及會議上發表論文50餘篇，其中SCI論文19篇（一作13篇, 發表在包括Cement & Concrete Research, ASCE Engineering Mechanics, Engineering Structures等國際頂尖期刊上）。
目前擔任JCI官方期刊 Journal of Advanced Concrete Technology 副主編（Associate Editor）。弓扶元博士與日本東京大學，北海道大學，橫濱國立大學，美國亞利桑那州立大學，挪威科技大學等保持密切合作，可為課題組成員提供諸多交換留學機會。
主持項目
- 浙江大學百人計畫（自然科學C類），2018.10-2024.12，200萬元，在研。
- 混凝土凍害以及凍害-疲勞複合劣化的模擬，日本學術振興會（JSPS），2014.4-2016.3，12萬元，結題
參與項目
- Cross-ministerial Strategic Innovation Promotion Program (SIP)，日本內閤府，5600萬RMB（本人承擔150萬RMB），2014.4 – 2019.3，排名：top 5%。
- Multi-Scale Durability Mechanics of Structural Concrete Damaged by Swelling Reaction of Gel and Liquid Materials，日本學術振興會，140萬RMB（本人承擔18萬RMB），2015.4 – 2017.3，排名：3/7。
- Deterioration of Interfacial Bond Property under Combined Effects and Prediction of Performance of Members After Intervention，日本學術振興會，190萬RMB（本人承擔18萬RMB），2014.4 – 2017.3，排名：3/14。
- Deterioration Mechanism of Concrete Bridge Decks under Combined Effects and Lessons from Overseas Cases, 日本高速道路調查會, 25萬RMB（本人承擔6萬RMB），2012.4 – 2013.3，排名：3/7。
- 凍融與荷載耦合作用下混凝土特性分析及細觀模擬，長江水利委員會長江科學院開放研究基金，5萬RMB，2015-2017，排名：3/4.
期刊論文（SCI）
[1] Z. Wang,F. Gong*, D. Zhang, Y. Wang and T. Ueda. RBSM Based Analysis on Mechanical Degradation of Concrete under Frost Action – A General Prediction with Various Cement Grades and Lowest Temperatures,Construction and Building Materials2019, 211, 744-755. (SCI)
[2]M. Ren,F. Gong* and K. Maekawa. Numerical Investigation of RC Beam Bending with Non-Uniform Frost Damage in Compression and Tension Sides,Structure and Infrastructure Engineering(accepted) (SCI)
[3]F. Gongand K. Maekawa. Proposal of poro-Mechanical Coupling among ASR, Corrosion and Frost Action for Damage Assessment of Structural Concrete with Water,Engineering Structures2019, 188, 418-429 (SCI)
[4]Y. Wang, T. Ueda,F. Gongand D. Zhang. Meso-scale mechanical deterioration of mortar due to sodium chloride attack,Cement and Concrete Composites2019,96, 163-173.(SCI)
[5]F. Gongand S. Jacobsen. Modeling of Water Transport in Highly Saturated Concrete with Wet Surface During Freeze/thaw,Cement and Concrete Research,2019,115, 294-307. (SCI)
[6]F. Gong, M. Ren and K. Maekawa. Simulation of Spatially Non-Uniform Frost Damage in RC Beams Under Various Exposure and Confining Conditions,Engineering Structures2018, 176, 859-870. (SCI)
[7]F. Gong, Y. Takahashi and K. Maekawa. Multi-scale Computational Modeling for Concrete Damage by Mixed Pore Pressures – Case of Coupled Alkali Silica Reaction and Cyclic Freeze/thaw,Engineering Computations2018, 35 (6), 2367-2385. (SCI)
[8]F. Gong, T. Ueda and D. Zhang. 2D RBSM Based Micro-Mesoscale Study of Mechanical Strengthening /Damaging Effect to Concrete by Frost Action,fib Structural Concrete,2018, 19 (4), 1131-1145. (SCI)
[9]F. Gongand K. Maekawa. Multi-scale Simulation of Freeze-thaw Damage to RC Column and its Restoring Force Characteristics,Engineering Structures,2018, 156, 522-536 (SCI)
[10]Z. Wang,F. Gong, D. Zhang, H. Hayashida and T. Ueda. Mesoscale RBSM Simulation of Non-Uniform Frost Damage for Concrete Considering Coupled Heat and Moisture Transfer with Verification by CT Imaging,Construction and Building Materials2017, 157, 203-213 (SCI)
[11]F. Gong, Y. Takahashi and K. Maekawa. Strong Coupling of Freeze-Thaw Cycles and Alkali Silica Reaction - Multi-scale Poro-mechanical Approach to Concrete Damages -,Journal of Advanced Concrete Technology2017, 15(7), 346-367 (SCI)
[12]F. Gong, T. Ueda, Y. Wang, D. Zhang and Z. Wang. Mesoscale Simulation of Fatigue Behavior of ConcreteMaterialsDamaged by Freeze-thaw Cycles,Construction and Building Materials, 2017, 144, 702-716 (SCI)
[13]Y. Wang,F. Gong, D. Zhang and T. Ueda.Estimation of ice formation in mortar saturated with sodium chloride solutions,Construction and Building Materials, 2017, 144, 238-251 (SCI)
[14]F. Gong, Y. Wang, T. Ueda and D. Zhang. Modeling and mesoscale simulation of ice-strengthened mechanical properties of concrete at low temperatures,Journal of Engineering Mechanics (ASCE), 2017, 04017022-1-16 (SCI)
[15]Y. Wang,F. Gong, T. Ueda and D. Zhang. Estimation of ice content in mortar based on electrical measurements,Journal of Advanced Concrete Technology, Vol. 14, No. 2, 2016, 35-46 (SCI)
[16]F. Gong, D. Zhang, T. Ueda and E. Sicat. Closure to Discussion of 'Empirical estimation of pore size distribution in cement, mortar and concrete',Journal of Materials in Civil Engineering (ASCE), Vol. 27, Issue 11, 2015, 07015008-1-2 (SCI)
[17]F. Gong, Y. Wang, D. Zhang and T. Ueda. Mesoscale simulation of deformation for mortar and concrete under cyclic freezing and thawing stress,Journal of Advanced Concrete Technology,Vol. 13, No. 6, 2015, 291-304 (SCI)
[18]F. Gong, E. Sicat, T. Ueda and D. Zhang. Stress analysis for concrete materials under multiple freeze-thaw cycles,Journal of Advanced Concrete Technology,Vol. 13, No. 3, 2015, 124-134 (SCI)
[19]F. Gong, D. Zhang, E. Sicat and T. Ueda. Empirical estimation of pore size distribution in cement, mortar and concrete,Journal of Materials in Civil Engineering (ASCE), Vol. 26, Issue 7, 2014, 04014023-1-11 (SCI)
[20]E. Sicat,F. Gong, T. Ueda and D. Zhang. Experimental investigation of the deformational behavior of the interfacial transition zone (ITZ) of mortar during freezing and thawing cycles.Constr. Build. Mater.,Vol. 65, 2014, 122-131 (SCI)
[21]E. Sicat,F. Gong, D. Zhang, T. Ueda. Change of coefficient of thermal expansion of mortar due to damage by freeze thaw cycles,Journal of Advanced Concrete Technology, Vol. 11, No. 12, 2013, 333-346 (SCI)
[22]F. Gong, E. Sicat, T. Ueda and D. Zhang. Meso-scale mechanical model for mortar deformation under freeze thaw cycles,Journal of Advanced Concrete Technology, Vol. 11, No. 2, 2013, 49-60 (SCI)
榮譽獎項
獲得SCI期刊Journal of Advanced Concrete Technology 2013年度三篇最佳論文之一，日本混凝土協會（JCI）2014年度協會獎，以及國際結構混凝土協會（The International Federation for Structural Concrete, fib）頒發的2017年度青年工程師成就獎Achievement Award for Young Engineers（每兩年頒發一次，為該獎項2001年設立以來第二位亞洲獲獎者）。
- 國際結構混凝土協會獎 (fib Achievement Award for Young Engineers), EPFL, Switzerland, 2017
- 日本學術振興會（Japan Society for the Promotion of Science），特別研究員科研獎勵金, 2014-2016
- 日本混凝土工學會（Japan Concrete Institute, JCI）學會獎（論文類）2014
- JCI Journal of Advanced Concrete Technology (SCI) 年度三篇最佳論文之一, 2013
