邵伟 副教授

时间:2020-12-14 浏览:948

邵伟(博士、副教授、博士生导师)

基本情况

姓名:邵伟

出生年月:198411

籍贯:安徽蚌埠

职称学位:副教授,工学博士

联系地址:上海市海港大道1550号上海海事大学科研楼436

邮政编码:201306

联系电话:021- 38284807

电子邮箱:weishao@shmtu.edu.cn

研究方向

近海岩土工程结构耐久性、桩基础承载性状

教育经历

2012.9~2016.1  同济大学,土木工程学院,岩土工程专业,博士研究生

2008.9~2011.1  上海理工大学,环境与建筑学院,结构工程专业,硕士研究生

2004.9~2008.7  江苏大学,土木工程与力学学院,土木工程专业,本科生

工作经历

2019.07~至今    上海海事大学,港口航道与海岸工程系,副教授

2016.08~2019.06  上海海事大学,港口航道与海岸工程系,讲师

2016.05~2016.07  德国亚琛工业大学,工程地质与水文地质研究所,访问学者                 

2015.07~2015.09  德国亚琛工业大学,工程地质与水文地质研究所,访问学者

2011.01~2012.01  美国杰克逊州立大学,土木与环境工程系,访问学者  

主讲课程

[1]   本科生课程:土力学(32学时)、桩基工程(32学时)

[2]   研究生课程:港口、海岸与近海工程规划(32学时)

科研项目

[1]   国家自然科学基金面上项目52078289),水平循环荷载下海洋腐蚀损伤桩基承载变形特性演化规律与时变可靠度研究2021-2024,负责。

[2]   国家自然科学基金青年基金项目(51609135),海洋环境下预应力混凝土管桩耐久性损伤机理与水平承载性能退化规律研究,2017-2019,负责。

[3]   上海市国际科技合作基金项目19520744100),海洋环境下腐蚀损伤钢筋混凝土桩基水平承载变形特性与时变可靠度研究,2019-2022,负责。

[4]   上海市软科学研究计划项目(18692107100),基于建筑节能的能源桩技术创新与产业发展路径研究,2018-2019,负责。

[5]   上海市软科学研究计划项目(17692106700),多路径资源再生混凝土产业化体制机制创新研究,2017-2018,负责。

[6]   大连理工大学海岸和近海工程国家重点实验室开放基金项目(LP1819),海洋环境下预应力混凝土管桩腐蚀疲劳寿命时变可靠度分析2018-2020,负责。

[7]   天津大学水利工程仿真与安全国家重点实验室开放基金项目(HESS-1702),波浪荷载作用下海港高桩码头桩基腐蚀疲劳损伤机理与水平非线性动力响应分析2017-2020,负责。

发表论文

[1]   Wei Shao (邵伟), Wei Zhang, Danda Shi, Yingzi Xu, Erli Liu. Time-varying characteristics of the durability and lateral bearing behaviour of FRP bar-reinforced concrete piles in marine environments[J]. Construction and Building Materials, 2021, 302, 124192. (SCI检索)

[2]   Wei Shao(邵伟), Taishan Huang, Danda Shi, Erli Liu. Time-varying behavior of corrosion-damaged piles under cyclic lateral loading in marine environments[J]. Marine Georesources and Geotechnology, 2021, 1944406. (SCI检索)

[3]   Wei Shao (邵伟), Yinghui Nie, Fayun Liang, Danda Shi. A novel comprehensive evaluation method for the corrosion initiation life of RC hollow piles in chloride environments[J]. Construction and Building Materials, 2020, 249, 118801. (SCI检索)

[4]   Wei Shao (邵伟), Yinghui Nie, Danda Shi, Yingzi Xu. Probabilistic analysis of the behaviour of laterally loaded piles in chloride environments[J].Ocean Engineering,  2020, 217, 107872. (SCI检索)

[5]   Wei Shao (邵伟), Yinghui Nie, Qiuhong Xu, Danda Shi. Reliability analysis of laterally loaded piles in marine environments considering the degradation of flexural rigidity[J]. Marine Georesources and Geotechnology, 2020, 1839825. (SCI检索)

[6]   Wei Shao (邵伟), Dongyan Yang, Danda Shi, Ying Liu. Degradation of lateral bearing capacity of piles in soft clay subjected to cyclic lateral loading[J]. Marine Georesources and Geotechnology, 2019, 37(8): 999-1006. (SCI检索)

[7]   Wei Shao (邵伟), Danda Shi, Lin Li. Chloride diffusion-convection into unsaturated RC hollow cylinder piles in marine tidal zones[J]. Geotechnical and Geological Engineering, 2019, 37: 2781-2789. (EI检索)

[8]   Wei Shao (邵伟), Danda Shi, Peng Tang. Probabilistic lifetime assessment of RC pipe piles subjected to chloride environments[J]. Journal of Materials in Civil Engineering, 2018, 30(11): 04018297-1-9. (SCI检索)

[9]   Wei Shao (邵伟), Danda Shi, Jianping Jiang, Youliang Chen. Time-dependent lateral bearing behaviour of corrosion-damaged RC pipe piles in marine environments [J]. Construction and Building Materials, 2017, 157: 676-684. (SCI检索)

[10]Wei Shao (邵伟), Jingpei Li, Yi Liu. Influence of exposure temperature on chloride diffusion into RC pipe piles exposed to atmospheric corrosion[J]. Journal of Materials in Civil Engineering, 2016, 28(5): 04016002. (SCI检索)

[11]Wei Shao (邵伟), Jingpei Li. Service life prediction of cracked RC pipe piles exposed to marine environments[J]. Construction and Building Materials, 2014, 64: 301-307. (SCI检索)

[12]Jingpei Li, Wei Shao. The effect of chloride binding on the predicted service life of RC pipe piles exposed to marine environments[J]. Ocean Engineering, 2014, 88: 55-62. (SCI检索)

[13]Qiuhong Xu, Danda Shi, Wei Shao. Service life prediction of RC square piles based on time-varying probability analysis[J]. Construction and Building Materials, 2019, 227: 116824. (SCI检索)

[14]Gaowen Zhao, Jingpei Li, Shao Wei. Effect of mixed chlorides on the degradation and sulfate diffusion of cast-in-situ concrete due to sulfate attack[J]. Construction and Building Materials, 2018, 181: 49-58. (SCI检索)

[15]Jingpei Li, Mingbo Yao, Wei Shao, Diffusion-reaction model of stochastically mixed sulfate in cast-in-situ piles, Construction and Building Materials, 2016, 115: 662-668. (SCI检索)

[16]Zhuwen Yue, Jingpei Li, Wei Shao, Lin Li. Effect of crack opening and recovery on chloride penetration into RC hollow piles[J]. Materials and Structures, 2016, 49(8): 3217-3226. (SCI检索)

[17]Wei Shao, Bora Cetin, Yadong Li, Jingpei Li, Lin Li. Experimental investigation of mechanical properties of sands reinforced with discrete randomly distributed fiber[J]. Geotechnical and Geological Engineering, 2014, 32(4): 901-910. (EI检索)

[18]Lin Li, Wei Shao, Yadong Li, Bora Cetin. Effects of climatic factors on mechanical properties of cement and fiber reinforced clays[J]. Geotechnical and Geological Engineering, 2015, 33(3): 537-548. (EI检索)

[19]Qiuhong Xu, Danda Shi, Wei Shao. Theoretical model for prediction of durable life of RC square piles under marine environment[J]. IOP Conference Series: Earth and Environmental Science, 2019, 304: 052100. (EI检索)

[20]邵伟, 史旦达, 李镜培. 环境温度对混凝土管桩氯离子扩散性能的影响[J]. 土木与环境工程学报, 2019, 41(2): 54-61.

[21]杨东岩, 史旦达, 邵伟. 水平循环荷载作用下单桩基础承载性状数值分析[J]. 中国港湾建设, 2018, 38(9): 1-5.

[22]徐秋鸿, 史旦达, 邵伟. 锈蚀钢筋混凝土方桩水平承载性能退化规律[J]. 长江科学院院报, 2019, 1-7.

[23]史旦达, 汪存石, 刘文白, 邵伟. 氯化钠侵蚀环境下固化疏浚土宏微观力学特性试验[J]. 上海海事大学学报, 2019, 40(4): 111-117.

[24]邵伟, 李镜培. 海洋环境下带裂缝PHC管桩中钢筋锈蚀初始时间预测[J]. 土木工程学报, 2014, 47(3): 123-129. (EI检索)

[25]邵伟, 李镜培, 岳著文. 氯离子侵蚀混凝土管桩寿命预测理论模型[J]. 硅酸盐学报, 2013, 41(5): 575-581. (EI检索)

[26]邵伟, 李镜培. 氯离子侵蚀钢筋混凝土管桩的使用寿命预测[J]. 同济大学学报(自然科学版), 2014, 42(12): 1820-1825, 1839. (EI检索)

[27]邵伟, 李镜培, 陈海兵, 李林. 锈蚀损伤混凝土管桩水平承载性状时变分析[J]. 哈尔滨工业大学学报, 2015, 47(6): 77-81. (EI检索)

[28]岳著文, 李镜培, 邵伟. PHC管桩劈裂试验裂缝开展特征[J]. 哈尔滨工业大学学报, 2014, 46(10): 81-86. (EI检索)

[29]李镜培, 岳著文, 邵伟, 杨博, 吕韬. 海工环境PHC管桩设计寿命计算[J]. 硅酸盐学报, 2014, 42(4): 476-485. (EI检索)

授权发明专利

[1]   在预应力高强度混凝土管桩中制作微裂缝的试验装置,授权专利号: ZL201320371992.X.

[2]   一种考虑不同温度作用的PHC管桩盐雾腐蚀试验装置, 授权专利号:ZL201320185211.8.