个人简介
弓扶元博士主要从事混凝土材料冻害下孔隙力学、热力学和微观力学模型、细观离散数值模拟方法的研究，以及混凝土结构在多因素（冻害、碱骨料反应及锈蚀）耦合下耐久性的劣化机理和数值模拟。2014年至2016年入选JSPS（日本学术振兴会）特别研究员。2012年作为访问学者赴美国Princeton University进行合作研究。近五年在国际知名期刊及会议上发表论文50余篇，其中SCI论文28篇（一作/通讯19篇,发表在包括Cement&Concrete Research,ASCE Engineering Mechanics,Engineering Structures等国际顶尖期刊上）。获得SCI期刊Journal of Advanced Concrete Technology 2013年度三篇最佳论文之一，日本混凝土协会（JCI）2014年度协会奖，以及国际结构混凝土协会（The International Federation for Structural Concrete,fib）颁发的2017年度青年工程师成就奖Achievement Award for Young Engineers（每两年颁发一次，为该奖项2001年设立以来第二位亚洲获奖者）。弓扶元博士与日本东京大学，北海道大学，横滨国立大学，美国亚利桑那州立大学，挪威科技大学等保持密切合作，可为课题组成员提供诸多交换留学机会。
学习经历：
2007.09-2011.07：清华大学，水利水电工程系，学士（经济学二学位）
2011.10-2013.03：日本北海道大学，土木工程系，硕士
2013.04-2015.09：日本北海道大学，土木工程系，博士
工作经历：
2012.08-2012.10：美国普林斯顿大学，访问学者
2014.04-2016.03：日本学术振兴会（JSPS）特别研究员
2015.10-2018.03：日本东京大学，博士后研究员
2018.04-2018.09：日本横滨国立大学，助理教授
2018.09-至今：浙江大学建筑工程学院，百人计划研究员，博士生导师
2020.04-至今：日本横滨国立大学，先端科学高等研究院，兼职教授
招生计划：
2020-2021年：拟招收博士生1-2名
2020-2021年：拟招收硕士生2名
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主要主持项目：
浙江大学百人计划（自然科学C类），2018.10-2024.12，200万元，在研。
混凝土冻害以及冻害-疲劳复合劣化的模拟，日本学术振兴会（JSPS），2014.4-2016.3，12万元，结题。
主要参与项目：
Cross-ministerial Strategic Innovation Promotion Program(SIP)，日本内阁府，5600万RMB（本人承担150万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，日本学术振兴会，140万RMB（本人承担18万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，日本学术振兴会，190万RMB（本人承担18万RMB），2014.4–2017.3，排名：3/14。
Deterioration Mechanism of Concrete Bridge Decks under Combined Effects and Lessons from Overseas Cases,日本高速道路调查会,25万RMB（本人承担6万RMB），2012.4–2013.3，排名：3/7。
冻融与荷载耦合作用下混凝土特性分析及细观模拟，长江水利委员会长江科学院开放研究基金，5万RMB，2015-2017，排名：3/4.
奖励荣誉
国际结构混凝土协会奖(fib Achievement Award for Young Engineers),EPFL,Switzerland,2017
日本学术振兴会（Japan Society for the Promotion of Science），特别研究员科研奖励金,2014-2016
日本混凝土工学会（Japan Concrete Institute,JCI）学会奖（论文类）2014
JCI Journal of Advanced Concrete Technology(SCI)年度三篇最佳论文之一,2013
近期论文
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期刊论文（SCI）
[1]F.Gong,Y.Takahashi,I.Segawa and K.Maekawa.Mechanical Properties of Concrete with Smeared Cracking by Alkali-silica Reaction and Freeze-thaw Cycles,Cement and Concrete Composites(accepted)(SCI)
[2]Y.Wang,T.Ueda,F.Gong,D.Zhang,Z.Wang,Experimental Examination of Electrical Characteristics for Portland Cement Mortar Frost Damage Evaluation,Materials,13(2020)1258(SCI)
[3]Z.Wang,H.Hayashida,D.Zhang,F.Gong*and T.Ueda.Structural Behaviors Evaluation of RC Beam under Frost Damage–A Methodology with Meso-macro Material/Bond Simulation and Integrating into Structural Analysis,Engineering Structures,206(2020)110162(SCI)
[4]K.Maekawa,Y.Okano,F.Gong.Space-Averaged Non-Local Analysis of Electric Potential for Polarization Reactions of Reinforcing Bars in Electrolytes,Journal of Advanced Concrete Technology,17(2019)616-627(SCI)
[5]Y.Wang,C.Zhou,X.Li,Z.Lu and F.Gong.Experimental study on steel plates with and without notches strengthened by CFRP sheets,Journal of Adhesion Science and Technology 2019,1-18(SCI)
[6]Z.Wang,D.Zhang,F.Gong*,S.Mehrpay and T.Ueda.Mesoscale Simulation of Bond Behaviors between Concrete and Reinforcement under the Effect of Frost Damage with Axisymmetric Rigid Body Spring Model,Construction and Building Materials 2019,215,886-897(SCI)
[7]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 Materials 2019,211,744-755(SCI)
[8]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 2019:1-17(SCI)
[9]F.Gong and K.Maekawa.Proposal of poro-mechanical coupling among ASR,corrosion and frost action for damage assessment of structural concrete with water,Engineering Structures 2019,188,418-429(SCI)
[10]Y.Wang,T.Ueda,F.Gong and D.Zhang.Meso-scale mechanical deterioration of mortar due to sodium chloride attack,Cement and Concrete Composites 2019,96,163-173.(SCI)
[11]F.Gong and 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)
[12]F.Gong,M.Ren and K.Maekawa.Simulation of Spatially Non-Uniform Frost Damage in RC Beams Under Various Exposure and Confining Conditions,Engineering Structures 2018,176,859-870.(SCI)
[13]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 Computations 2018,35(6),2367-2385.(SCI)
[14]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)
[15]F.Gong and K.Maekawa.Multi-scale Simulation of Freeze-thaw Damage to RC Column and its Restoring Force Characteristics,Engineering Structures,2018,156,522-536(SCI)
[16]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 Materials 2017,157,203-213(SCI)
[17]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 Technology 2017,15(7),346-367(SCI)
[18]F.Gong,T.Ueda,Y.Wang,D.Zhang and Z.Wang.Mesoscale Simulation of Fatigue Behavior of Concrete Materials Damaged by Freeze-thaw Cycles,Construction and Building Materials,2017,144,702-716(SCI)
[19]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)
[20]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)
[21]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)
[22]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)
[23]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)
[24]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)
[25]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)
[26]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)
[27]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)
[28]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)
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