方晨，博士，研究员，博士生导师，入选国家高层次青年人才项目。长期从事结构抗冲击韧性设计、多灾害耦合防控理论及低碳功能材料-结构一体化设计研究。主持中国国家自然科学基金项目、美国州级交通部科研项目等多项研究工作，已在Engineering Structures、Composites Structures、Ocean Engineering等SCI期刊发表论文50余篇，获得中国钢结构协会科学进步奖特等奖、辽宁省科学技术进步三等奖、辽宁省优秀硕士论文等奖项，受邀担任美国预制混凝土学会（PCI）委员、美国结构稳定性研究委员会会员、Transportation Research Record期刊编辑、Buildings客座编辑、Sustainable Engineering Materials 等期刊青年编辑。

代表性科研项目：

[1] 国家高层次青年人才项目：土木基础设施多灾害防控与韧性提升。主持 (PI)

[2] 美国内布拉斯加州交通部科研项目：基于冲击动力学的桥梁防护结构多尺度抗撞性能优化研究。共同主持 (co-PI)

[3] 美国佛罗里达州交通部科研项目：高速交通安全设施的抗冲击性能调控与多目标优化研究。共同主持 (co-PI)

[4] 美国内布拉斯加州交通部科研项目：桥梁抗车撞防护体系的能量耗散机制与加固设计研究。共同主持 (co-PI)

[5] 美国佛罗里达州交通部科研项目：基于多维度损伤评估的高速交通安全设施车辆撞击试验研究。共同主持 (co-PI)

[6] 美国内布拉斯加州交通部科研项目：防护结构咨询服务运维支撑体系构建研究。共同主持 (co-PI)

[7] 国家自然科学基金重点项目：新型高性能钢管混凝土结构在双重极端荷载作用下的设计理论与方法。参与

发表成果详见：https://orcid.org/0000-0002-2883-6497 

15篇代表作：

[1] Yosef, T.Y., Fang, Chen*, Kim, S., Faller, R.K., Almari, Q.A., Bahar, M.A., Kumar, G.S., (2026), “Large deformation pile-soil interaction under lateral vehicle impact using hybrid SPH+FEM and EFG+FEM models”, International Journal for Numerical and Analytical Methods in Geomechanics, 50: 2648-2669.

[2] Fang, Chen, Yosef, T.Y., Faller, R.K., Zhang, L., (2025), “Experimental and numerical modeling of a crash-resistant noise barrier with glulam rubrails”, Construction and Building Materials, 498: 143872. 

[3] Zhang, L., Hou, F.Y., Wang, B.H., Jia, Z.Z., Jin, D.D., Fang, Chen*, (2025), “Sustainable electro-osmotic consolidation of soft clay using eco-friendly carbon–silica synergistic materials for enhanced stabilization and contaminant control”, Sustainable Materials and Technologies, 47: e01865. 

[4] Fang, Chen, Yosef, T.Y., Faller, R.K., Steelman, J.S., Kim, S., (2025). “Dynamic impact response and crashworthiness of luminaire pole-foundation systems in weak cohesionless soil”, Engineering Structures, 343: 121102. 

[5] Li, G.C., Fang, Chen*, Chen, Y.X., (2025), “Numerical investigations on axial compression performance and slenderness-dependent behavior of C110 concrete filled Q770 steel tubular slender columns”, Structures, 82(2025): 110379.

[6] Yosef, T.Y., Fang, Chen*, Faller, R.K., Kim, S., and Stolle, C.S., (2024), “Simulating dynamic thin-walled structures-soil interaction under vehicular impacts using coupled FEM-ALE approach”, Engineering Structures, 316 (2024): 118588.

[7] Li, G.C., Zhang, Q., Fang, Chen*, (2024), “Performance of eccentrically loaded ultra-high-strength concrete-filled Q770 steel tubular columns with varying slenderness ratios: Experimental and numerical investigations”, Journal of Constructional Steel Research, 213: 108412.

[8] Yosef, T.Y., Fang, Chen*, Faller, R.K., and Kim, S., (2024). “Dynamic response of piles embedded in granular soil to lateral impacts”. Soil Dynamics and Earthquake Engineering. 180: 108593.

[10]Li, G.C., Zhang, Q., Fang, Chen*, Li, X., (2024), “Eccentric compression behavior of concrete-filled steel tubular stub columns with ultra-high-strength materials: experimental and numerical study”, Ocean Engineering. 297(2024): 116719. 

[11]Li, G.C., Li, J.Q., Fang, Chen*, Yang, Z.J., (2023), “Seismic performance of two-story three-bay reinforced concrete frame equipped with k-configured buckling restrained braces”, Journal of Building Engineering, 74(2023): 106904.

[12] Fang, Chen, Linzell, D.G., Yosef, T.Y., Rasmussen, J.D., (2022). “Numerical modeling and performance assessment of bridge column strengthened by FRP and polyurea under combined collision and blast loading”, ASCE Journal of Composites for Construction, 26(2): 04022002.

[13] Fang, Chen, Yosef, T.Y., Linzell, D.G., Rasmussen, J.D., (2021). “Residual axial capacity estimates for bridge columns subjected to vehicle collision and air blast”. ASCE Journal of Bridge Engineering, 26(7): 04021035. 

[14] Fang, Chen, Linzell, D.G., (2022). “Examining progressive collapse robustness of a high-rise reinforced concrete building”, Engineering Structures, 248: 113274. 

[15] Fang, Chen, Rasmussen, J.D., Bielenberg, R.W., Lechtenberg, K.A., Faller, R.K., Linzell, D.G., (2021). “Experimental and numerical investigation on deflection and behavior of portable construction barrier subjected to vehicle impacts”, Engineering Structures, 235: 112071.