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刘晓刚

  • 学位职称 :

    博士/教授

  • 办公地点 :

    科技楼510

  • Email :

    liuxiaogang@ustb.edu.cn

  • 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、博士;
    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] 国家级人才项目,碳纤维复合材料拉索;
    [2] 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;
    [3] 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;
    [4] 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;
    [5] 国家科技创新2030重大专项,超高韧型对位芳纶规模规模化制备技术;
    [6] 国家重点研发计划课题,地下荷载-环境共同作用下纤维增强复合材料服役耐久性能与高耐久性研究;
    [7] 国家重点研发计划课题,典型市政公用设施及系统灾后快速恢复技术;
    [8] 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;
    [9] 中交集团重大课题,桥梁用碳纤维复合材料索关键技术研究与工程示范;
    [10] 中建集团重大课题,CFRP拉索的动力特性与灾变性能研究。

  • 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8项,发表高水平学术期刊论文100余篇,授权发明专利20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] 中国钢结构协会科学技术特等奖,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] 中国钢结构协会科学技术特等奖,高强度钢材钢结构关键技术与工程应用;
    [4] 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;
    [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:
    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] Huang Bin, Chen Zhilin, Liu Xiaogang*. Mechanical performance and strength prediction model of unidirectional CFRP plates subjected to coupling tension-bending loads. Engineering Structures, 2025, 326:119600;
    [4] Duo Yongyu, Qi Ligang, Chen Zhilin, Liu Xiaogang*, Yue Qingrui. Variable curvature waveform clamping anchor for CFRP plate: Experimental investigation and theoretical model. Construction and Building Materials, 2024, 453:139016.;
    [5] Duo Yongyu, Qi Ligang, Huang Shengde, Yue Qingrui, Liu Xiaogang*. Planar clamping anchorage for CFRP plate: experimental research, friction-adhesion synergistic mechanism and theoretical model. Construction and Building Materials, 2024, 441:137540.;
    [6] 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;
    [7] 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.;
    [8] Duo Yongyu, Ma Minglei, Xu Guowen, Liu Xiaogang*. Effect of adhesive on the anchorage performance of variable curvature waveform clamping anchor for CFRP plate: Experimental investigation and bearing capacity calculation. Case studies in construction materials, 2025, 22: e04322.;
    [9] Liu Xiaogang, Kong Weichen, Song Siqi, Wang Anni*. Impact properties and damage assessment of unidirectional aramid/carbon fiber hybrid reinforced polymer composites. Thin-walled Structures, 2025, 209: 112898;
    [10] Liu Xiaogang, Song Siqi, Shi Jiajun, Wang Anni*. Influence of fiber volume ratio on hybrid effects of pultruded aramid/carbon hybrid fiber reinforced polymer composite bars: Static mechanical properties. Polymer Composites, http://doi.org/10.1002/pc.29693;
    [11] 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.;
    [12] 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.;
    [13] Liu Qian, Shi Zheng, Liu Xiaogang*. Transverse compressive properties of unidirectional GFRP composites: size effect, elevated temperature, and cyclic freezing-hydrothermal aging. Construction and Building Materials, 2025, 460:139860;
    [14] Shi Zheng, Qi Ligang, Liu Xiaogang*, Liu Qian, Chen Hongbing. A novel multi-scale modeling strategy based on variational asymptotic method for predicting the static and dynamic performance of composite sandwich structures. Applied Mathematical Modelling, 2024, 135: 1-25.;
    [15] Sang Bujiu, Song Siqi, Liu Xiaogang*. Reliability analysis and calibration for flexural design provisions of GFRP-RC beams. Structures. 2024, 69: 107435.;
    [16] Li Chong, Bai Jie, Liu Xiaogang*. Static performance and prestress distribution of new CFRP cable dome with jacking mechanism embedded in brace rods. Structures, 2025, 75: 108756.。

    结构智能诊断:
    [1] 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;
    [2] 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;
    [3] 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.;
    [4] Xu Gang, Yue Qingrui, Liu Xiaogang*. Real-time multi-object detection model for cracks and deformations based on deep learning. Advanced Engineering Informatics. 2024, 61:102578.;
    [5] Xu Gang, Yue Qingrui, Liu Xiaogang*. Identification of historical maximum load on concrete beams based on crack and deformation response using knowledge-embedded machine learning algorithms. Engineering Structures, 2024, 314: 118376;
    [6] Xu Gang, Yue Qingrui, Liu Xiaogang*. Rapid monitoring of structural deformation based on unsupervised segmentation model. Engineering Structures, 2025, 322:119124.;
    [7] Xu Gang, Zhang Yingshui, Yue Qingrui, Liu Xiaogang*. A deep learning framework for real-time multi-task recognition and measurement of concrete cracks, Advanced Engineering Informatics, 2025, 65:103127;
    [8] 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;
    [9] Wang Xiao, Yue Qingrui, Liu Xiaogang*. Bolted lap joint loosening monitoring and damage identification based on acoustic emission and machine learning. Mechanical Systems and Signal Processing, 2024, 111690.;
    [10] Wang Xiao, Yue Qingrui, Liu Xiaogang*. Reliable arrival time picking of acoustic emission using ensemble machine learning models. Mechanical Systems and Signal Processing. 2024, 215: 111442;
    [11] Wang Xiao, Yue Qingrui, Liu Xiaogang*. Crack image classification and information extraction in steel bridges using multimodal large language models. Automation in Construction, 2025, 171:105995.;
    [12] Wang Xiao, Yue Qingrui, Liu Xiaogang*. SBDNet: A deep learning-based method for the segmentation and quantification of fatigue cracks in steel bridges. Advanced Engineering Informatics, 2025, 65: 103186;
    [13] Ren Zhikuan, Chang Haosong, Yue Qingrui, Liu Xiaogang*. FEA fatigue damage evolution model for stainless-steel-cruciform-joint utilizing AE-based damage mechanics. Journal of Constructional Steel Research, 2025, 226:109281;
    [14] Ren Zhikuan, Li Sida, Liu Xiaogang*, Zhao Xiaoqing, Chang Haosong, 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;
    [15] Ren Zhikuan, Liu Xiaogang*, Zhao Xiaoqing, Chang Haosong, Yue Qingrui. Fatigue performance analysis of stainless steel cruciform joint with angular misalignment. Fatigue & Fracture of Engineering Materials & Structures. 2024, 47:1191-1207.。

    高性能钢结构与组合结构:
    [1] Li Sida, Zhao He, Liu Xiaogang*. Investigation on the cyclic buckling and plastic overstrength characteristics of steel shear links utilizing corrugated panels. Thin-walled Structures, 2025, 207:112734.;
    [2] Li Sida, Liu Xiaogang*. Experimental investigation of innovative high-bearing and large-deformation steel plate shear wall utilizing trapezoidal corrugated panel. Thin-walled Structures, 2025, 209: 112950.;
    [3] Li Sida, Liu Haoyu, Sun Mingde, Liu Xiaogang*. Steel-shear-link utilizing corrugated panel for ductile deformation and energy dissipation. Journal of Constructional Steel Research, 2024, 223: 109050.;
    [4] Liu Haoyu, Wang Hao, Zhang Yu, Liu Xiaogang*. Shear resistance of UHPC connection for prefabricated reinforced concrete slabs with shear grooves and dowel rebars. Construction and Building Materials, 2024, 454: 139153;
    [5] Yan Jingliang, Liu Haoyu, Zhang Yu, Yue Qingrui, Liu Xiaogang*. Tensile and flexural performances of prefabricated slabs with wet UHPC connection. Journal of Building Engineering, 2024, 93: 109870;
    [6] 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.;
    [7] 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;
    [8] 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;
    [9] 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;
    [10] 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;
    [11] 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.;
    [12] 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;
    [13] Wang Hao, Li Sida, Liu Xiaogang*. Collaborative working mechanism and theoretical model of latticed CFST column with energy dissipation steel-shear-links. Journal of Constructional Steel Research, 2024, 223: 109010.;
    [14] Xue Hao, Wang Hao, Liu Xiaogang*. Effects of supporting substructure lateral stiffness on the internal forces of grid structures. Journal of Constructional Steel Research, 2025, 224:109155.;
    [15] 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。