姓    名

凌志彬

性    别

男

出生年月

1987.06

最高学历、学位

研究生/工学博士

职    称

副教授

职    务

副系主任/教研室主任

电子邮箱

lzb-10410055@163.com

个人简介

一、基本情况：

凌志彬，男，副教授，工学博士，硕士生导师。毕业于东南大学获工学博士学位。2016年5月至今在苏州科技大学土木工程学院从事教学科研工作。2013年12月至2014年12月，国家公派赴不列颠哥伦比亚大学(UBC)进行博士生联合培养。现为国家科技评估中心专家、中国建筑学会生物质材料与结构专业委员会常务委员、中国建筑金属结构协会检测鉴定加固改造分会委员、江苏省土木建筑学会竹木结构专业委员会委员、江苏省复合材料学会结构复合材料专业委员会委员。2019年入选江苏省“六大人才高峰”高层次人才，同年获“苏州科技大学青年教师科研标兵”荣誉称号。指导研究生获中国钢结构协会高等学校钢结构创新竞赛三等奖，指导本科生获第十六届江苏省大学生土木工程结构创新竞赛二等奖（模型加载组），2018年、2021年指导本科毕业生获校优秀毕业设计。

二、主要研究领域及学术成就：

主要从事新型组合结构、木结构及其抗震相关研究。主持完成国家自然科学基金青年基金项目1项、江苏省自然科学基金青年基金项目1项、江苏省高校自然科学研究面上项目1项，目前主持在研江苏省自然科学基金面上项目1项；入选江苏省“六大人才高峰”高层次人才。在Engineering structures、Composite structures、Journal of Materials in Civil   Engineering, ASCE、Construction and Building Materials、建筑结构学报、工程力学等杂志发表学术论文30余篇，其中SCI收录20篇（一作11篇）、EI收录7篇。合作译著1部（欧洲规范5-木结构设计指南），参编行业规程1部。授权发明专利和实用新型专利多项。应邀参加国际学术会议并做口头报告多次。担任Engineering Structures、Construction and building materials、Engineering computations、建筑结构学报、工程力学等国内外学术期刊审稿人。

三、代表性科研成果：

[1]      Zhibin Ling^*, Zheng Li, Fan Lu,   Huifeng Yang, Wei Zheng, Lingfeng Zhang. Flexural strengthening of timber-concrete composite beams using   mechanically fastened and externally bonded combining mechanically fastened strengthening   techniques. Journal of Building Engineering, 2023; 78: 107645. (SCI/EI)

[2]        Zhibin Ling^*, Zhoujun Li, Xiuqiang Rong, Huiyuan Shi. Effect   of test configurations and loading protocols on performance of   timber-concrete connectors. Construction and Building Materials, 2023;   367: 130244. (SCI/EI)

[3]        Zhibin Ling^*, Henan Zhang, Quanmeng Mu, Zhe Xiang, Lingfeng   Zhang, Wei Zheng. Shear performance of assembled shear connectors   for timber –concrete composite beams. Construction and Building   Materials, 2022; 329: 127158. (SCI/EI)

[4]        Henan   Zhang, Zhibin Ling*. Finite Element Modeling on Shear Performance of Grouted Stud   Connectors for Steel–Timber Composite Beams. Materials, 2022,   15, 1196. (SCI)

[5]        Zhibin Ling^*, Xiuqiang Rong, Zhe Xiang. Laterally   loaded performance of single dowel-type fastener used for steel   plate-to-timber connections. Structures, 2021; 34: 1985-1997. (SCI/EI)

[6]        Zhibin Ling, Weiqing Liu^*, Jingsong Shao. Experimental and   theoretical investigation on shear behaviour of small-scale timber beams   strengthened with Fiber-Reinforced Polymer composites. Composite Structures, 2020; 240:   111989. (SCI/EI)

[7]        Zhibin Ling^*, Zhe Xiang, Weiqing Liu, Huifeng Yang^*,   Ju Tang. Load-slip behaviour of glue laminated   timber connections with glued-in steel rod parallel to grain. Construction and Building Materials, 2019;   227: 117028. (SCI/EI)

[8]        Zhibin Ling^*, Weiqing Liu, Huifeng Yang, Xin Chen. Modelling of glued laminated timber joints with   glued-in rod considering bond-slip location function. Engineering   Structures, 2018; 176: 90-102. (SCI/EI)

[9]      Zhibin Ling^#*, Huifeng Yang^#,   Weiqing Liu^*, Shijun Zhu, Xin Chen. Local   bond stress-slip relationships between glue laminated timber and epoxy   bonded-in GFRP rod. Construction and Building Materials,   2018; 170: 1-12. (SCI/EI)

[10]     Zhibin   Ling, Weiqing Liu^*, Frank Lam, Huifeng Yang, Weidong   Lu. Bond behavior between softwood glulam and epoxy bonded-in threaded steel   rod. Journal of Materials in Civil Engineering, ASCE, 2016; 28(3): 06015011. (SCI/EI)

[11]     Zhibin Ling^#, Huifeng Yang^#, Weiqing Liu^*,   Weidong Lu, Ding Zhou, Lu Wang. Pull-out   strength and bond behaviour of axially loaded rebar glued-in glulam. Construction   and Building Materials, 2014; 65: 440-449. (SCI/EI)

[12]     Lingfeng   Zhang, Weiqing Liu, Ahmed Ahmad Omar, Zhibin Ling, Dongdong Yang, Yan   Liu. Postfire performance of pultruded wood-cored GFRP sandwich beams. Thin-walled   structures, 2023; 193: 111240. (SCI/EI)

[13]     Lingfeng Zhang, Kun Wang^*, Zhibin Ling, Ahmed Ahmad Omar, Kai Guo. Bond-slip behavior between   reactive powder concrete and H-shaped steel. Journal of Constructional   Steel Research, 2023; 210: 108058. (SCI/EI)

[14]     Li   Dong, Wei Zheng, Aiping Zhou, Zhiqiang Wang, Lingyun Zhang, Zhibin Ling,   Jian Wang. Experimental investigation of the lumber-plybamboo-lumber screwed   connections used in midply shear walls. 2023; 370: 130656. (SCI/EI)

[15]     Liu,   X.; Lu, W.; Liu, K.; Xu, F.; Ling, Z.; Yue, K. Experimental and   Theoretical Investigation of Rotational Behavior of Straight Mortise-Tenon   Joints Considering Local Compression Perpendicular to Grain. Buildings, 2023, 13: 1839. (SCI/EI)

[16]   Weidong Lu^*,   Zhibin Ling, Qifan Geng, Weiqing   Liu, Huifeng Yang, Kong Yue. Study on flexural behavior of glulam   beams reinforced by near surface mounted (NSM) CFRP laminates. Construction and   Building Materials, 2015; 91: 23-31. (SCI/EI)

[17]   Fubing Zhang, Weiqing   Liu^*, Zhibin Ling, Hai Fang, Dandan Jin. Mechanical   performance of GFRP-profiled steel sheeting composite sandwich beams in   four-point bending. Composite Structures, 2018; 206: 921-932. (SCI/EI)

[18]   Lingfeng Zhang, Weiqing Liu, Lu Wang, Zhibin Ling.,   On-axis and off-axis compressive behavior of pultruded GFRP composites at   elevated temperatures, Composite Structures, 2020, 236: 111891. (SCI/EI)

[19]   Lingfeng Zhang, Weiqing Liu^*, Lu Wang, Zhibin Ling. Mechanical behavior and damage   monitoring of pultruded wood-cored GFRP sandwich components, Composite   Structures, 2019; 215: 502-520. (SCI/EI)

[20]     Wenxiang Zhu, Huifeng Yang^*, Weiqing Liu, Benkai Shi, Zhibin Ling, Haotian Tao. Experimental investigation on   innovative connections for timber–concrete composite systems. Construction and   Building Materials, 2019; 207: 345-356. (SCI/EI)

[21]   Benkai Shi, Wenxiang Zhu, Huifeng Yang, Weiqing   Liu, Haotian Tao, Zhibin Ling. Experimental and theoretical   investigation of prefabricated timber-concrete composite beams with and   without prestress. Engineering Structures, .2020; 204: 109901. (SCI/EI)

[22]     Wei Zheng, Weidong Lu, Weiqing Liu, Lu Wang, Zhibin   Ling. Experimental investigation of laterally loaded double-shear-nail   connections used in midply wood shear walls. Construction and   Building Materials, 2015; 101: 761-771. (SCI/EI)

[23]   Zhibin Ling, Weiqing Liu, Huifeng Yang, Zhe Xiang. Cyclic Load Behaviour   of Beam-to-column Glulam Joints Combining Glued-in rods with Steel Brackets.   In Proc. 15th World Conference on Timber Engineering, Seoul, Republic   of Korea, CD-ROM Proceedings, 2018

[24]    Zhibin Ling, Weiqing Liu, Huifeng Yang, Weidong Lu. Numerical simulation on bond behavior between   glulam and glued-in rod. In Proc. 14th World Conference on Timber   Engineering, Vienna City, Austria, CD-ROM Proceedings, 2016

[25]    Zhibin Ling, Weiqing Liu, Huifeng Yang, Weidong Lu. Bond   behavior of glued-in timber joint with deformed bar epoxied in glulam. In   Proc. 13th World Conference on Timber Engineering, Quebec City,   Canada, CD-ROM Proceedings, 2014.

[26]     刘敬知, 凌志彬^*,尚进鑫. 钢-CLT组合梁-钢柱组合节点的初始转动刚度. 建筑钢结构进展: 2025, 录用待刊.

[27]     凌志彬^*, 刘淳, 张赫男. 钢-正交胶合木组合梁浆锚栓钉连接件受剪性能. 建筑结构学报: 2024, 45(3): 232-242.

[28]     王可培, 凌志彬^*, 穆泉蒙. 增强木梁受弯性能数值计算. 林产工业, 2023, 60(05): 51-58.

[29]     凌志彬^*, 朱宇轩, 宋千军. 正交胶合木抗压承载力试验研究. 林产工业, 2023, 60(08): 25-32+46.

[30]     邹庆炜, 凌志彬^*, 宋千军. 正交胶合木约束钢板剪力墙的约束板厚需求.   林产工业, 2023, 60(07): 42-50.

[31]     凌志彬, 穆泉蒙. 负弯矩作用下钢-CLT组合梁-钢柱组合节点转动性能有限元模拟. 林产工业, 2022, 59(9): 36-43.

[32]     荣秀强, 凌志彬^*. 内填木芯钢管混凝土短柱轴压性能有限元分析.   建筑钢结构进展, 2022, 24(5): 8-17.

[33]     周金将,杨舒涵,纪微, 凌志彬^*.自攻螺钉增强胶合木沿胶缝横纹受压承载力试验研究. 建筑结构, 2022, 52(18): 138-144+132.

[34]     李荣帆, 凌志彬^*, 穆泉蒙, 张赫男. 浆锚栓钉连接钢-正交胶合木组合梁抗弯性能有限元分析. 木材科学与技术, 2022, 36(3): 80-89.

[35]     凌志彬^*, 陆帆, 杨会峰. 胶合木植筋节点抗拔性能理论预测. 南京工业大学学报(自然科学版), 2021, 43(5): 654-662.

[36]     凌志彬^*, 刘伟庆, 杨会峰. 木结构植筋连接研究现状与展望. 结构工程师, 2017, 33(6): 188-195.

[37]     凌志彬^*, 刘伟庆, 杨会峰. 胶合木植筋节点黏结锚固可靠度分析与设计建议. 南京工业大学学报(自然科学版), 2016, 38(5): 1-6.

[38]     杨会峰, 凌志彬, 刘伟庆^*, 陆伟东. 单调与低周反复荷载作用下胶合木梁柱延性抗弯节点试验研究. 建筑结构学报, 2015, 36(10): 131-138. (EI)

[39]     凌志彬, 刘伟庆^*, 杨会峰, 陆伟东. 考虑位置函数的胶合木植筋粘结-滑移关系研究. 工程力学, 2016, 33(3): 95-103. (EI)

[40]     凌志彬, 杨会峰^*, 刘伟庆, 陆伟东. 胶合木植筋黏结锚固性能试验研究. 建筑结构学报, 2013, 34(9): 132-141. (EI)