副教授
办公地址：土木工程学院院馆A525
办公电话：0755–26533982
电子邮箱：mnmchen at szu.edu.cn
教育经历
2013年9月-2016年3月，加州大学戴维斯分校，结构工程，博士
2010年9月-2013年9月，加州大学戴维斯分校，结构工程，硕士
2006年9月-2010年6月，同济大学，土木工程，学士
学术经历
2016年9月-至今,深圳大学,助理教授
研究方向
纤维增强复合材料(FRP)在工程中的运用；断裂力学和均匀介质力学；有限元和数值分析;大尺度比结构动力试验
科研项目
2. 2019年1月-2021年12月,主持国家自然科学基金青年科学基金项目，“ECC-FRP格栅复合材料修复滨海锈蚀混凝土梁的受剪性能和耐久性研究”
1. 2018年1月-2020年12月,主持广东省自然科学基金博士科研启动项目，“近表面嵌固式FRP抗剪加固混凝土梁的疲劳特性研究”
代表性论文
期刊论文
10. Chen, C., Cheng, L., Sui, L. L., Xing, F., Li, D. W., and Zhou, Y.W.(2018). “Design Method of End Anchored FRP Strengthened Concrete Structures.” Engineering Structures, in press.
9. Zhou, Y. W., Wang, X. W., Sui, L. L., Xing, F., Wu, Y. F., and Chen, C.(*) (2018). “Flexural Performance of FRP-plated RC Beams using H-type End Anchorage.” Composite Structures, 206:11-21.
8. Chen, C., Sui, L. L., Xing, F., Li, D. W., Zhou, Y. W. and Li, P. D (2018). “Predicting Bond Behavior of HB FRP Strengthened Concrete Structures Subjected to Different Confining Effects.” Composite Structures, 187:212-225.
7. Chen, C.and Cheng, L. (2018). “An Analytical Model to Predict Flexural Behavior of NSM FRP-Strengthened RC Beams Subject to Debonding Failure.” ACI-SP, in press.
6. Chen, C. and Cheng, L. (2017). “Predicting Fatigue Flexural Performance of RC Beams Strengthened with Externally Bonded FRP Due to FRP Debonding.” Journal of Bridge Engineering, ASCE, 22(11): 04017082(1-14).
5. Chen, C. and Cheng, L. (2017). “Fatigue Life-Based Design of RC Beams Strengthened with NSM FRP.” Engineering Structures, 140: 256-266.
4. Chen, C. and Cheng, L. (2016). “Theoretical Solution to Fatigue Bond Stress Distribution of NSM Strengthened Structures.” Composites: Part B Engineering, 99:453-464.
3. Chen, C. and Cheng, L. (2016). “Fatigue Behavior and Prediction of Reinforced Concrete Beams Strengthened with NSM CFRP.” Journal of Composites for Construction, ASCE, 20(5): 04016033(1-12).
2. Chen, C. and Cheng, L. (2015). “Fatigue Bond Characteristics and Degradation of Near-Surface Mounted CFRP Rods and Strips in Concrete.” Journal of Composites for Construction, ASCE, 20(3): 04015066 (1-14).
1. Chen, C. and Cheng, L. (2014). “Cohesive Model Based Approach for Fatigue Life Prediction of Reinforced Concrete Structures Strengthened with NSM FRP.” Journal of Composites for Construction, ASCE, 18(2):04013042 (1-11)
会议论文
3.Chen, C. and Cheng, L. (2016). “Fatigue Behavior and Prediction of NSM CFRP-Strengthened Reinforced Concrete Beams”, The 8th International Conference on Fiber Reinforced Polymer (FRP) Composites in Civil Engineering (CICE 2016), Hongkong, 2016.12.14-2016.12.16
2. Chen, C. and Cheng, L. (2015). “Experimental Study on Fatigue Behavior of RC Beams Strengthened with NSM CFRP reinforcements.” The 12th International Symposium of Fiber Reinforced Polymer for Reinforced Concrete Structures (FRPRCS-12), Nanjing, China, 2015.12.14-2015.12.16.
1. Chen, C. and Cheng, L. (2013). “Fatigue Life Prediction of Reinforced Concrete Structures Strengthened with NSM FRP using Cohesive Model.” The 11th International Symposium of Fiber Reinforced Polymer for Reinforced Concrete Structures (FRPRCS-11), Guimaraes, Portugal, 2013.06.26-2013.06.28.
