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更新时间:2026.11.09
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郝信凯

| 博士 高校副教授 请选择

单位:

职务: 土木系副系主任

研究方向:

办公地址: 建工楼C502

办公电话:

电子邮箱: haoxinkai@zjut.edu.cn

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  • 个人简介

    郝信凯,副教授,土木工程系副系主任,2012年、2015年、2020年分别于太原理工大学,哈尔滨工业大学(导师:咸贵军教授)和阿德莱德大学(导师:土木学院院长Phillip Visintin教授,Deric John Oehlers教授)获得学士、硕士和博士学位,2020年11月入职浙江工业大学土木工程学院。研究新材料混凝土约束梁柱的弹塑性分析与约束效应,建立梁柱构件全过程加载解析模型,并研究其力学性能与耐久性能。

    主持国家自然科学基金面上基金、青年基金、国家重点研发计划子课题、浙江省自然科学基金面上项目各一项,获建材联合会二等奖一项,任SCI期刊《Buildings》特刊编委,于长三角碳纤维及复合材料技术创新中心兼职,担任SAMPE中国大陆总会土木工程纤维复合材料专业委员会、中国建筑金属机构协会检测鉴定加固改造分会委员。

    第一作者身份在Journal of Structural Engineering,Engineering Structures,Journal of Composites for Construction,Construction and Building Materials,Journal of Building Engineering, ACI Structural Journal,Magazine of Concrete Research,Case Studies in Construction Materials、Proceedings of the Institution of Civil Engineers-Structures and Buildings等期刊发表SCI论文十余篇,其中入选高被引论文三篇、热点论文三篇。

    指导学生获2024年6月第四届长三角高校数学建模竞赛省级二等奖,2024年五月校级运河杯、2024年三月浙江工业大学大学生结构设计竞赛校级二等奖等奖项。



  • 科研项目

    1、国家科学基金面上项目(No.52578332),50万,2026.01-2029.12,项目负责人;


    2、国家自然科学基金青年项目(No. 52208293),30万,2023.01-2025.12,项目负责人;


    3、国家重点研发计划“先进结构与复合材料”专项(No. 2023YFB3711503),72万,2023.11-2026.10,子课题负责人;


    4、浙江省自然科学基金面上项目(No.LMS25E080005),10万,2025.1-2026.12,项目负责人;


    5、国家重点基础研究发展计划(973计划)(No. 2012CB026200),517万,2012.1-2016.8,参与;

     

    6、国家自然科学基金面上项目,(No. 51178147),60万,2012.1-2015.12,参与。


  • 教学与课程

    本科生课程:《工程结构自主实验》,《弹性力学》

    研究生课程:《弹塑性力学》

    博士生课程:《纤维水泥基复合材料理论及应用》


  • 科研成果

    基于数据驱动的海洋环境下长寿命混凝土制备及工程应用与实践,中国建筑材料联合会,技术进步奖二等奖,2026,6/12

    Hao X K, Jin C, Zhong L F, et al. Axial compressive stress-strain relationship and flexural analysis of ECC beams allowing for size effect[J]. Engineering Structures, 2025, 333: 120143.(IF = 4.471, SCI, JCR一区,浙江工业大学top100期刊)

    Hao X K, Feng Q, Zheng J J. A passive stress-strain model for concrete prisms reinforced by a combination of confinement reinforcement[J]. Engineering Structures, 2021, 246: 112981.(IF = 4.471, SCI, JCR一区,浙江工业大学top100期刊)

    Hao X K, Visintin P, Oehlers D J. Closed-form solutions for quantifying the ductility of concrete beams with passively restrained concrete[J]. Journal of Structural Engineering丨ASCE, 2020, 146(8): 04020154.(IF = 2.528, SCI, JCR二区,浙江大学top100期刊)

    Hao X K, Zhang H Y, Deng T, et al. Experimental and theoretical investigation of low-shrinkage alkali-activated materials permanent formwork reinforced concrete prisms under axial load[J].Construction and Building Materials, 2025, 500: 144156. (IF = 7.4,中科院一区)(ESI热点论文,ESI高被引论文)

    Chen R S, Zhang H Y, Hao X K(通讯作者), et al. Experimental study on ultimate bearing capacity of short thin-walled steel tubes reinforced with high-ductility concrete[J]. Structures, 2024, 68: 107109.(期刊最佳论文,ESI热点论文,ESI高被引论文)

    Shi T, Li K M, Wang C Z, Jin Z,Hao X K(通讯作者),et al. Fracture toughness of recycled carbon fibers reinforced cement mortar and its environmental impact assessment[J]. Case Studies in Construction Materials, 2025, 22: e04866.(ESI热点论文,ESI高被引论文)

    Hao X K, Wu J J, Sun L Z, et al. Experimental and theoretical investigation into shear failure mechanisms of deep beams without stirrups based on ECC-RC tests[J]. Construction and Building Materials, 2026, 545: 148508.(IF = 8.9,SCI,JCR一区,中科院一区TOP期刊)

    Hao X K, Zhu Q, Zhong L F, et al. Axial Stress-Strain Model of LRS-FRP Confined Rectangular Concrete Prisms Allowing for Size Effect and Its Application in Flexural Analysis of Beams [J]. Journal of Composites for Construction丨ASCE, 2025, 29(2): 04025002.(IF = 3.9, SCI, JCR一区)

    Hao X K, Feng Q, Zheng J J. Closed-form solution of the ductility of short FRP-wrapped rectangular concrete prisms under eccentric loads[J]. Journal of Composites for Construction丨ASCE, 2021, 25(5): 04021041.(IF = 3.9, SCI, JCR一区)

    Shi T, Han Y X, Zheng X L, Hao X K(通讯作者), et al. Axial compression of FGD gypsum-filled thin-walled square steel tube short columns[J]. Journal of Building Engineering, 2026, 132: 117552.(IF = 8.1, SCI, JCR一区)

    Hao X K, Zhong L F, Deng T, et al. Analysis of whole loading process of concrete beams reinforced with hybrid rebars allowing for confinement effect[J]. Magazine of Concrete Research, 2025, 77(7-8): 457-472.(IF = 1.8, SCI, JCR三区)

    Hao X K, Jin C, Xu, B, et al. Analytical Analysis of Whole Loading Process of UHPFRC Beams in Flexure[J]. ACI Structural Journal,2024, 121(6).(IF = 1.3, SCI, JCR三区)

    Hao X K, Zheng J J, Fu C, et al. Passive Stress-Strain Model and Ultimate Strength Prediction for Short Steel Tube Confined Concrete (STCC) Columns Allowing for Size Effect[J]. Case Studies in Construction Materials, 2024: e02866.(IF = 6.2, SCI, JCR一区)

    Hao X K, Visintin P, Oehlers D J. Simulating the passive confinement of rectangular concrete prisms allowing for size effect[J]. Proceedings of the Institution of Civil Engineers-Structures and Buildings, 2022, 175(7): 514-536.

    Hao X K, Visintin P, Oehlers D J. Simulating the passive confinement of circular concrete cylinders allowing for size effect[J]. Australian Journal of Civil Engineering, 2022, 20(1): 80-114.

    Hao X K, Xian G, Huang X, et al. Effects of adhesive coating on the hygrothermal aging performance of pultruded CFRP plates[J]. Polymers, 2020, 12(2): 491.

    郝信凯, 黄胜德, 张红卫, &咸贵军. (2014). 水浸泡对碳纤维拉挤杆的水吸收与剪切强度影响. 玻璃钢/复合材料, (12), 68-73.(中文核心期刊,IF = 1.15)


  • 社会服务

    长三角碳纤维及复合材料技术创新中心(兼职)

    SAMPE中国大陆总会土木工程纤维复合材料专业委员会委员。

  • 招生计划

    欢迎对混凝土结构弹塑性分析,结构加固和新材料感兴趣的学生报考,有意申请者请将研究意向发送至邮箱:haoxinkai@zjut.edu.cn。

    每年招收硕士研究生2名,欢迎优秀学子加入。


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更新时间:2026.11.09
总访问量:10