檢視周荣欣的原始碼

{| class="wikitable" style="float:right; margin: -10px 0px 10px 20px; text-align:left"
|<center><img src=" http://civil.hfut.edu.cn/_upload/article/images/7d/ad/278260544aa4ab97e22329bcf618/d72b7746-2a80-4dea-9e88-48a8279f7b6b.jpg    " width="180"></center><small>[http://civil.hfut.edu.cn/2021/0407/c8385a253359/page.htm     周荣欣]</small> 
|}
'''周荣欣'''，男，合肥工业大学土木与水利工程学院教授。
==人物履历==
=== 教育背景 ===
2005/09–2009/07，四川大学，工程力学，学士

2009/09–2012/03，上海交通大学，固体力学，硕士

2012/10–2016/11，英国爱丁堡大学，结构力学，博士

=== 工作经历 ===
2017/01–2017/12，英国杜伦大学，工程学院，博士后

2018/01–2020/07，英国拉夫堡大学，机械与制造工程学院，博士后

2021/01–至  今，合肥工业大学，土木与水利工程学院，黄山学者优秀青年

==科研项目==
[1] 合肥工业大学“黄山学者优秀青年”人才引进启动基金，2021/01-2026/01，主持

[2] 英国自然科学基金重点研发项目，航空材料超声激光混合加工变形机理研究，EP/P027555/1，2017/09-2021/09，参与

[3] 英国自然科学青年基金项目，物质点法在高铁枕轨裂纹扩展中的应用，EP/M017494/1，2015/05-2017/12，参与

[4] 国家自然科学基金重点项目，材料构型力理论与实验研究，10932007，2010/01-2013/12，参与

[5] 国家自然科学基金面上项目，裂纹尖端塑性区对[[金属材料疲劳]]行为的影响，11172170，2011/01-2015/12，参与
==学术成果==
[1] Zhou, R., et al. (2011) Crack deflection and interface debonding in composite materials elucidated by the configuration force theory.Composites. Part B, Engineering, Volume 42, Issue 7 pp. 1999-2003.

[2] Zhou, R., et al. (2012) The shielding effect of the plastic zone at mode-II crack tip.International Journal of Fracture, Volume 171, Issue 2 pp. 195-2000.

[3] Zhou, R., et al. (2017) 3D mesoscale finite element modelling of concrete, Computers & StructuresVolume 192, Issue 2 96-113

[4] Zhou, R., et al. (2018) A mesoscale interface approach to modelling fractures in concrete for material investigation, Construction and Building MaterialsVolume 165, 608-620

[5] Zhou, R. & Chen H-M. (2019) Mesoscopic investigation of size effect in notched concrete beams: The role of fracture process zone. Engineering Fracture Mechanics. 212, 136-152

[6] Zhou, R., Roy A., Silberschmidt, V. (2019) A crystal-plasticity model of extruded AM30 magnesium alloy. Computational Materials Science. 170, 109140

[7] Zhou, R, Pang, K, Bisht, A, Roy, A, Suwas, S, Silberschmidt, V. (2019) Modelling strain localization in Ti-6Al-4V at high loading rate: A phenomenological approach, Philosophical Transactions A: Mathematical, Physical and Engineering Sciences

[8] Li, X., Chen, H., Yang, W. and Zhou, R. (2016) Study on the mechanical model of splitting failure of surrounding rock of underground cavern based on energy and thin plate theory. Geomechanics and Engineering

[9] Zhou, R., et al. (2020) Mesoscale modelling of concrete under high strain rate tension with a rate-dependent cohesive interface approach，International Journal of Impact Engineering Volume 139, 1-15

[10] Pang, K.H., Zhou, R. and Roy A. (2020) Deformation characteristics in micromachining of single crystal 6H-SiC: Insight into slip systems activation. Journal of Mechanics 1-9. doi:10.1017/jmech.2019.63

[11] Bisht, A., Kumar, S., Pang, K., Zhou, R., Roy, A., Silberschmidt, V., & Suwas, S. (n.d.). Shear band widening mechanism in Ti–6Al–4V under high strain rate deformation. Journal of Materials Research, 1-12.

[12] Chen, H., Zhou, R. and Ulianov, C. (2020) Numerical prediction and corresponding circular economy approaches for resource optimisation and recovery of underground structures, Urban Rail Transit

[13] Zhou, R., Lu, Y.; Wang, L-G.; Chen, H-M, Mesoscale modelling of size effect on the evolution of fracture process zone in concrete. Engineering Fracture Mechanics, 2021.03.15, 245: 107559

[14] Zhou, R., & Lu, Y. (2014) Numerical simulation of size effect in concrete beams. Infrastructure and Environment Scotland 2nd Postgraduate Conference, 2nd September Edinburgh, UK

[15] Zhou, R. & Lu, Y. (2015) 3D Mesoscale analysis of strain rate effects in concrete under compression. The First International Conference on Structural Safety under Fire & Blast, 2-4 September, Glasgow, UK<ref>[http://civil.hfut.edu.cn/sz/list.htm  合肥工业大学土木与水利工程学院 ]</ref>
==参考资料== 
{{reflist}}

[[Category:教授]]