刘晓刚
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学位职称 :
博士/教授
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办公地点 :
科技楼512
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Email :
liuxiaogang@ustb.edu.cn
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学习工作简历
2006年9月-2015年7月,清华大学,土木工程专业,学士学位、博士学位;
2015年7月-2021年4月,中冶建筑研究总院有限公司,科技研发中心副主任,硕士生导师;
2021年5月-至今,北京科技大学,土木与资源工程学院,教授/博士生导师。 -
研究领域
[1] 纤维增强复合材料及结构;
[2] 结构服役安全智能诊断;
[3] 高性能钢结构与组合结构、工程结构快速加固。 -
科研项目
[1] 国家重点研发计划课题,大吨位碳纤维复合材料拉索的灾变性能与控制方法研究,课题负责人;
[2] 国家重点研发计划课题,热塑性复合材料筋混凝土结构工业化建造技术及示范,任务负责人;
[3] 国家自然科学基金重大项目,结构服役性能多维表征指标及其智能评价理论与方法,合作任务负责人;
[4] 国家重点研发计划课题,基于轧制型材的标准化钢结构体系与设计关键技术研究,子任务负责人;
[5] 国家自然科学基金重大项目,新型钢-混凝土组合结构研究,子任务负责人。 -
代表性科研成果
代表性科研成果简介:
入选国家高层次青年人才计划、北京市科技新星计划,主持国家重点研发计划课题、国家自然科学基金重大项目合作任务等10余项,成果获国家科技进步一等奖、中钢协科技进步特/一等奖等6项,发表高水平学术期刊论文80余篇,授权发明专利10余项、实用新型专利和软著30余项,兼任中国土木工程学会先进工程材料分会秘书长、中国钢结构协会专家委员会委员、中国建筑学会智能建造学术委员会常务委员、《工业建筑》杂志编委等。
科研获奖:
[1] 国家科技进步一等奖,高层钢-混凝土组合结构的理论、技术与工程应用;
[2] 中国钢结构协会科技进步奖特等奖,复杂受力状态下钢-混凝土组合结构基础理论及关键技术研究;
[3] 中冶集团科技进步奖特等奖,中冶绿色装配式建筑产业化关键技术与应用;
[4] 中国钢结构协会科技进步奖一等奖,中冶绿色钢结构装配式建筑产业化关键技术与应用;
[5] 中国公路学会科学技术一等奖,基于纤维增强复合材料的桥梁结构性能提升关键技术研与应用。
代表性论文及著作:
[一] 复合材料与结构:
[1] Huang Bin, Yang Yan, Liu Xiaogang*, Yue Qingrui. Study on Probability Model and Length Effect of Tensile Strength of Unidirectional CFRP Plate. Composite Structures, 2023, 324:117531.;
[2] Huang Bin, Ma Minglei, Shi Zheng, Wang Anni, Liu Xiaogang*, Xu Guowen, Yue Qingrui. Investigation on the fundamental mechanical properties and probabilistic characteristics of unidirectional carbon fiber reinforced polymer composite plates. Polymer Testing, 2024, 131: 108355.;
[3] Wang Anni, Xu Guowen, Liu Xiaogang*. Effect of polyurea coating on low-velocity impact properties of unidirectional carbon fiber-reinforced polymer composites plates. Structures, 2024, 61:106090.;
[4] Wang Anni, Yang Yan, Zhang Puxuan, Liu Xiaogang*, Xu Guowen. Effect of fiber volume fraction on hybrid effects of tensile properties of unidirectional aramid/carbon fiber hybrid composites. Polymer Composites, 2024, 45:2050-2062.;
[5] Duo Yongyu, Yang Yan, Liu Xiaogang*, Yue Qingrui, Xu Guowen. Experimental investigation on the friction behavior of CFRP plate in contact with sandblasted steel plate. Structures, 2023, 55: 2491-2501.;
[6] Duo Yongyu, Liu Xiaogang*, Yue Qingrui, Chen Hongbing. A novel variable curvature clamping anchor for the multilayer CFRP plate cable: Concept, numerical investigation, and design proposals. Structures, 2022, 43:164-177.;
[7] 王安妮, 岳清瑞, 刘晓刚*. 碳纤维增强树脂基复合材料及其拉索抗低速冲击性能综述. 复合材料学报, 2022, 39(11): 5049-5061.;
[8] 王安妮,岳清瑞,刘晓刚*. 碳纤维复合材料拉索的锚固体系及服役性能研究进展. 建筑结构学报, 2022, 43(9): 45-54.。
[二] 结构智能诊断与加固提升:
[1] Ren Zhikuan, Liu Xiaogang*, Yue Qingrui. Fatigue performance analysis of stainless steel cruciform joint with angular misalignment. Fatigue & Fracture of Engineering Materials & Structures. 2024, 47:1191-1207.;
[2] Ren Zhikuan, Liu Xiaogang*, Yue Qingrui. Fatigue damage evolution model of stainless steel cruciform joint with weld defect using wavelet packet subband energy of acoustic emission signal. Journal of Constructional Steel Research, 2024, 214:108499.;
[3] Wang Xiao, Yue Qingrui, Liu Xiaogang*. Intelligent mesh generation for crack simulation using graph neural networks. Computers and Structures, 2024, 292: 107234.;
[4] Wang Xiao, Xu Jie, Yue Qingrui, Liu Xiaogang*.Tracing Fracture Damage Evolution and Identifying Damage Patterns in Cast Steel using Advanced Acoustic Emission Analysis, Engineering Fracture Mechanics, 2023, 293:109680.;
[5] Zhao Xiaoqing, Jin Nan, Liu Xiaogang*, Shi Zhongqi. Fatigue failure analysis of steel crane beams with variable-section supports. Engineering Failure Analysis, 2022, 136:106217.;
[6] Xu Gang, Yue Qingrui, Liu Xiaogang*, Chen Hongbing. Investigation on the effect of data quality and quantity of concrete cracks on the performance of deep learning-based image segmentation. Expert Systems With Applications, 2024, 237: 121686.;
[7] Xu Gang, Yue Qingrui, Liu Xiaogang*. Real-time monitoring of concrete crack based on deep learning algorithms and image processing techniques, Advanced Engineering Informatics, 2023, 58: 102214.;
[8] Xu Gang, Yue Qingrui, Liu Xiaogang*. Deep learning algorithm for real-time automatic crack detection, segmentation, qualification. Engineering Applications of Artificial Intelligence, 2023, 126: 107085.;
[9] 岳清瑞, 刘晓刚*, 陈洪兵. 结构服役安全智能诊断研究与应用进展. 建筑结构学报, 2022, 43(10): 41-49.;
[10] Xu Mingxue, Liu Ziyan, Liu Xiaogang*; Wang Wenzhong, Wang Lichun, Shi Zheng. Investigation on interfacial shear performance of concrete strengthened with bonded steel plate. Journal of Building Engineering. 2024, 82:108343.。
[三] 高性能钢结构与组合结构:
[1] Liu Xiaogang*, Li Sida, Fan Jiansheng, Sun Mingde, Shi Long. Innovative pier comprised of CFST-columns and steel-shear-links: conception, design principle, experimental investigation. Journal of Constructional Steel Research. 2024, 212: 108226.;
[2] Liu Xiaogang, Li Sida, Sun Mingde, Zhao He, Shi Long. An efficient nonlinear hybrid model of energy dissipation piers utilizing fiber beam and self-developed hysteretic spring elements. Structures, 2024, 60:105887.;
[3] Wang Hao, Wang Ning, Liu Xiaogang*, Yue Qingrui, Yan Jingliang, Zhang Yu. Effects of UHPC shear key on strengthening shear performances of wet joint in prefabricated composite beams. Engineering Structures. 2024, 299:117130.;
[4] Wang Hao, Liu Xiaogang*, Yue Qingrui, Wang Ning, Zheng Mingzhao. Longitudinal shear behavior and design method of UHPC connection for prefabricated slabs in composite beams. Engineering Structures, 2023,277:115386.;
[5] Wang Hao, Liu Xiaogang*, Yue Qingrui, Zheng Mingzhao. Shear resistance of a novel wet connection for prefabricated composite beams under shear-bending coupling loading. Journal of Building Engineering, 2022, 45:103636.;
[6] Wang Hao, Liu Xiaogang*, Yue Qingrui, Zheng Mingzhao. Effects of different design factors on the shear performance of assembled steel-concrete composite beam with local laminated joint, Structures, 2022,46:1881-1895.;
[7] Rao Lan, Yue Qingrui, Huang Bin, Liu Xiaogang*. Axial compressive performance of novel square coral concrete-filled duplex stainless steel tubes. Journal of Building Engineering, 2022, 49:104068.;
[8] Shi Fengwei, Sun Changhui, Liu Xiaogang*, Wang Hao, Zong Liang. Flexural behavior of prefabricated composite beam with cast-in-situ UHPC: Experimental and numerical studies. Structures, 2022, 45:670-684.。