近期论文
查看导师新发文章
(温馨提示:请注意重名现象,建议点开原文通过作者单位确认)
[1]Dong, Wei,Wu, Zhimin,Tang, Xuchao,Zhou, Xiangming.A comparative study on stress intensity factor-based criteria for the prediction of mixed mode I-II crack propagation in concrete[J],ENGINEERING FRACTURE MECHANICS,2018,197:217-235
[2]吴乔,董伟,李杰.长期荷载对混凝土断裂性能影响的试验与数值研究[J],水利与建筑工程学报,2018,16(3):155-160,174
[3]Li, Xinxin,Wu, Zhimin,Zheng, Jianjun,Liu, Hongchen,Dong, Wei.Hysteretic Bond Stress-Slip Response of Deformed Bars in Concrete under Uniaxial Lateral Pressure[J],JOURNAL OF STRUCTURAL ENGINEERING,2018,144(6)
[4]Dong, Wei,Yang, Dong,Zhang, Binsheng,Wu, Zhimin.Rock-Concrete Interfacial Crack Propagation under Mixed Mode I-II Fracture[J],JOURNAL OF ENGINEERING MECHANICS,2018,144(6)
[5]Zhang, Xue,Fan, Xing-lang,Dong, Wei,Ou, Jin-ping.Bond strength prediction for plain bars under lateral tensile compressive stresses[J],MAGAZINE OF CONCRETE RESEARCH,2018,70(5):248-259
[6]Dong, Wei,Yuan, Wenyan,Zhou, Xiangming,Wang, Fulu.The fracture mechanism of circular/elliptical concrete rings under restrained shrinkage and drying from top and bottom surfaces[J],ENGINEERING FRACTURE MECHANICS,2018,189:148-163
[7]董伟,周向明,吴智敏,罗昊.Quantifying the influence of elliptical ring geometry on the degree of restraint in the ring test[J],Computers and Structures,2018,207(9):111-120
[8]董伟,杨冬,张滨生,吴智敏.Experimental and numerical investigations of rock-concrete interfacial crack propagation under mixed mode I-II fracture[J],Journal of Engineering Mechanics, ASCE,2018,144(6):1-12
[9]董伟,袁文岩,周向明,王福禄.The fracture mechanism of restrained shrinkage circular/elliptical concrete rings under top and bottom surfaces drying[J],Engineering Fracture Mechanics,2018,189(3):148-163
[10]董伟,张学,张滨生,吴乔.Influence of sustained load on fracture properties of concrete[J],Engineering Fracture Mechanics,2018,200(9):134-145
[11]董伟,荣华,吴乔,李杰.Investigation on FPZ evolution of concrete after sustained loading by means of DIC technique[J],Construction and Building Materials,2018,188(10):49-57
[12]赵艳华,董伟,徐博瀚.Effect of T-stress on the initial fracture toughness of concrete under I/II[J],Theoretical and Applied Fracture Mechanics,2018,96:699-706
[13]董伟,徐博瀚,王立成.工程事故案例分析在钢筋混凝土结构课程中的引入与运用[J],高等建筑教育,2017,26(3):47-50
[14]Dong, Wei,Wu, Zhimin,Zhou, Xiangming,Dong, Liheng,Kastiukas, Gediminas.FPZ evolution of mixed mode fracture in concrete: Experimental and numerical[J],ENGINEERING FAILURE ANALYSIS,2017,75:54-70
[15]Dong, W.,Yang, D.,Zhou, X.,Kastiukas, G.,Zhang, B..Experimental and numerical investigations on fracture process zone of rock-concrete interface[J],FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES,2017,40(5):820-835
[16]王福禄,董伟,袁文岩.早龄期混凝土抗裂性环形试验研究进展[J],力学与实践,2017,39(2):120-129,151
[17]Dong, Wei,Wu, Zhimin,Zhou, Xiangming,Wang, Na,Kastiukas, Gediminas.An experimental study on crack propagation at rock-concrete interface using digital image correlation technique[J],ENGINEERING FRACTURE MECHANICS,2017,171:50-63
[18]Dong, Wei,Zhou, Xiangming,Wu, Zhimin,Xu, Bohan.Investigating crack initiation and propagation of concrete in restrained shrinkage circular/elliptical ring test[J],MATERIALS AND STRUCTURES,2017,50(1)
[19]董伟,吴智敏.Evolution of Mixed Mode Fracture in Concrete: Experimental and Numerical[J],Engineering Failure Analysis,2017,75(1):54-70
[20]董伟,吴智敏,徐博瀚.Investigating Crack Initiation and Propagation of Concrete in a Restrained Shrinkage Circular/Elliptical Ring Test[J],Materials & Structures,2017,50(1):1-13
[21]Dong, Wei,Wu, Zhimin,Zhou, Xiangming,Tan, Yongjie.Experimental studies on void detection in concrete-filled steel tubes using ultrasound[J],CONSTRUCTION AND BUILDING MATERIALS,2016,128:154-162
[22]Dong, Wei,Wu, Zhimin,Zhou, Xiangming,Huang, Hui.Experimental study of equal biaxial-to-uniaxial compressive strength ratio of concrete at early ages[J],CONSTRUCTION AND BUILDING MATERIALS,2016,126:263-273
[23]Dong, Wei,Zhou, Xiangming,Wu, Zhimin,Kastiukas, Gediminas.Effects of specimen size on assessment of shrinkage cracking of concrete via elliptical rings: Thin vs. thick[J],COMPUTERS & STRUCTURES,2016,174(,SI):66-78
[24]Li, Qingbin,Guan, Junfeng,Wu, Zhimin,Dong, Wei,Zhou, Shaowu.Equivalent maturity for ambient temperature effect on fracture parameters of site-casting dam concrete[J],CONSTRUCTION AND BUILDING MATERIALS,2016,120:293-308
[25]罗昊,荣华,袁文岩,董伟.约束圆环试验混凝土裂缝扩展全过程研究[J],水利与建筑工程学报,2016,14(4):168-172
[26]Zhang, Xue,Wu, Zhimin,Zheng, Jianjun,Dong, Wei,Bouchair, Abdelhamid.Ultimate bond strength of plain round bars embedded in concrete subjected to uniform lateral tension[J],CONSTRUCTION AND BUILDING MATERIALS,2016,117:163-170
[27]Dong, Wei,Wu, Zhimin,Zhou, Xiangming.Fracture Mechanisms of Rock-Concrete Interface: Experimental and Numerical[J],JOURNAL OF ENGINEERING MECHANICS,2016,142(7)
[28]Li, Xinxin,Wu, Zhimin,Zheng, Jianjun,Alahdal, Abdulmajid,Dong, Wei.Effect of loading rate on the bond behaviour of deformed steel bars in concrete subjected to lateral pressure[J],MATERIALS AND STRUCTURES,2016,49(6):2097-2111
[29]Dong, Wei,Wu, Zhimin,Zhou, Xiangming,Wang, Cuijin.A comparative study on two stress intensity factor-based criteria for prediction of mode-I crack propagation in concrete[J],ENGINEERING FRACTURE MECHANICS,2016,158:39-58
[30]董伟,罗昊,王福禄,吴智敏.限制收缩椭圆环约束度理论研究与试验设计[J],建筑材料学报,2016,20(2):271-276,282
[31]Xu, Bo-Han,Wang, Ya-Xun,Zhao, Yan-Hua,Dong, Wei.Influence of Growth Ring Orientation on the Interlaminar Fracture Toughness in Glued-Laminated Timber[J],JOURNAL OF MATERIALS IN CIVIL ENGINEERING,2016,28(5)
[32]王立成,董伟.以工程实践为导向的钢筋混凝土结构课程教学方法研究[J],高等建筑教育,2016,25(2):73-77
[33]董伟,吴智敏.Investigation on fracture mechanisms and crack propagation process of natural rock-concrete interface[A],9th International Conference on Fracture Mechanics of Concrete and Concrete Structure,2016
[34]Guan, Junfeng,Li, Qingbin,Wu, Zhimin,Zhao, Shunbo,Dong, Wei,Zhou, Shaowu.Fracture parameters of site-cast dam and sieved concrete[J],MAGAZINE OF CONCRETE RESEARCH,2016,68(1):43-54
[35]王璀瑾,董伟,王强,吴智敏,曲秀华.混凝土I型裂缝扩展准则对比研究[J],工程力学,2016,33(5):89-96
[36]管俊峰,李庆斌,吴智敏,董伟.确定现场浇筑全级配水工混凝土双K断裂参数的最小试件尺寸[J],应用基础与工程科学学报,2016,24(6):1219-1231
[37]陆超,何佳文,董伟.四点剪切条件下岩石-混凝土界面裂缝扩展过程研究[J],水利与建筑工程学报,2015,5:83-89
[38]Li, Xinxin,Wu, Zhimin,Zheng, Jianjun,Dong, Wei.Effect of loading rate on the bond behavior of plain round bars in concrete under lateral pressure[J],CONSTRUCTION AND BUILDING MATERIALS,2015,94:826-836
[39]Dong, Wei,Zhou, Xiangming,Wu, Zhimin.Investigation of the Initiation and Propagation of Shrinkage Cracking in a Restrained Elliptical Ring Test[A],10th International Conference on Mechanics and Physics of Creep,Shrinkage, and Durability of Concrete and Concrete Structures (CONCREEP),2015,714-723
[40]Guan, Junfeng,Li, Qingbin,Wu, Zhimin,Zhao, Shunbo,Dong, Wei,Zhou, Shaowu.Minimum specimen size for fracture parameters of site-casting dam concrete[J],CONSTRUCTION AND BUILDING MATERIALS,2015,93:973-982
[41]Dong W.,Zhou X.M.,Wu Z.M..Estimating the degree of restraint in a restrained elliptical ring test[A],15th International Conference on Civil, Structural and Environmental Engineering Computing, CIVIL-COMP 2015,2015,108
[42]Zhang, Xiang-Qian,Dong, Wei,Lu, An-Hui,Li, Wen-Cui.Rational Design of Mesoporous Carbon Electrodes with High Mass Loading for Binder-Free Supercapacitors[J],ENERGY TECHNOLOGY,2015,3(3):234-241
[43]董伟,吴智敏.Investigation of the Initiation and Propagation of Shrinkage in a Restrained Elliptical Ring Test.[A],10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures,2015
[44]Li, Qingbin,Guan, Junfeng,Wu, Zhimin,Dong, Wei,Zhou, Shaowu.Fracture Behavior of Site-Casting Dam Concrete[J],ACI MATERIALS JOURNAL,2015,112(1):11-20
[45]Dong, Wei,Zhou, Xiangming,Wu, Zhimin.A fracture mechanics-based method for prediction of cracking of circular and elliptical concrete rings under restrained shrinkage[J],ENGINEERING FRACTURE MECHANICS,2014,131:687-701
[46]Zhou, Xiangming,Dong, Wei,Oladiran, Olayinka.Experimental and Numerical Assessment of Restrained Shrinkage Cracking of Concrete Using Elliptical Ring Specimens[J],JOURNAL OF MATERIALS IN CIVIL ENGINEERING,2014,26(11)
[47]王强,董伟,吴智敏,费晓东.不同扩展准则下混凝土断裂全过程分析[J],低温建筑技术,2014,36(9):1-4
[48]侯东序,董伟,吴智敏,曲秀华.碳纤维增强复合材料加固局部混凝土薄弱柱抗震性能试验研究[J],建筑结构学报,2014,35(9):48-56
[49]侯东序,董伟,吴智敏,曲秀华.CFRP加固局部薄弱混凝土桥墩非线性分析[J],武汉理工大学学报(交通科学与工程版),2014,38(3):520-524
[50]莫卓凯,董伟,吴智敏,曲秀华.混凝土KR阻力曲线的实用解析方法[J],水利水运工程学报,2014,3:9-17
[51]高文,董伟,吴智敏,曲秀华.大坝全级配与湿筛二级配混凝土力学性能试验研究及统计分析[J],水利与建筑工程学报,2014,2:9-14
[52]Zhang, Xue,Dong, Wei,Zheng, Jian-jun,Wu, Zhi-min,Hu, Yu,Li, Qing-bin.Bond behavior of plain round bars embedded in concrete subjected to lateral tension[J],CONSTRUCTION AND BUILDING MATERIALS,2014,54:17-26
[53]董伟,张利花,吴智敏.岩石-混凝土界面拉伸软化本构关系试验研究[J],水利学报,2014,45(6):712-719
[54]黄慧,董伟,吴智敏,曲秀华.龄期对混凝土双单轴强度比的影响分析[J],东北水利水电,2014,32(1):56-58
[55]董伟.A numerical approach for predicting shrinkage cracking age of concrete in elliptical ring tests[A],2014
[56]董伟.Assessment of Restrained Shrinkage Cracking of Concrete Using Elliptical Ring Specimens: Experimental and Numerical[J],Journal of Materials in Civil Engineering,2014,26(11):871-878
[57]Wu, Zhi-Min,Wu, Xi,Zheng, Jian-Jun,Wu, Yu-Fei,Dong, Wei.An analytical method for determining the crack extension resistance curve of concrete[J],MAGAZINE OF CONCRETE RESEARCH,2014,66(14):719-728
[58]Zhou X.M.,Dong W.,Oladiran O.G.,Wu Z.M.,Kastiukas G..Numerical and experimental assessment of the effects of specimen size on shrinkage cracking of concrete[A],2014,106
[59]Dong Wei,Zhou Xiangming,Wu Zhimin.On fracture process zone and crack extension resistance of concrete based on initial fracture toughness[J],CONSTRUCTION AND BUILDING MATERIALS,2013,49:352-363
[60]Wu, ZhiMin,Rong, Hua,Zheng, JianJun,Dong, Wei.Numerical Method for Mixed-Mode I-II Crack Propagation in Concrete[J],JOURNAL OF ENGINEERING MECHANICS,2013,139(11):1530-1538
[61]Dong, Wei,Wu, Zhimin,Zhou, Xiangming.Closure to "Calculating crack extension resistance of concrete based on a new crack propagation criterion" by Wei Dong, Zhimin Wu, Xiangming Zhou[J],CONSTRUCTION AND BUILDING MATERIALS,2013,47:1530-1531
[62]荣华,董伟,吴智敏.混凝土重力坝模型试验研究[J],东北水利水电,2013,31(3):4-5
[63]董伟,吴智敏.Influence of specimen thickness on cracking behavior in restrained shrinkage ring test[J],International Journal of Engineering and Technology,2013,5(6):719-728
[64]董伟.Fracture and impact properties of short discrete jute fibre-reinforced cementitious composites[J],Materials & Design,2013,49(6):35-47
[65]Dong, Wei,Wu, Zhimin,Zhou, Xiangming.Calculating crack extension resistance of concrete based on a new crack propagation criterion[J],CONSTRUCTION AND BUILDING MATERIALS,2013,38:879-889
[66]董伟,肖魁,何化南,吴智敏.全级配混凝土Ⅰ型裂缝扩展全过程数值模拟[J],工程力学,2013,30(4):228-234
[67]Zhou X.,Dong W.,Oladiran O..A numerical approach for predicting shrinkage cracking age of concrete in elliptical ring tests[A],3rd International Conference on the Durability of Concrete Structures, ICDCS 2012,2012
[68]肖魁,何化南,贾君玉,董伟.全级配大坝混凝土断裂参数的试验研究和计算方法[J],混凝土,2012,8:20-23
[69]荣华,董伟,吴智敏,范兴朗.大初始缝高比混凝土试件双K断裂参数的试验研究[J],工程力学,2012,29(1):162-167
[70]Wu, ZhiMin,Rong, Hua,Zheng, JianJun,Xu, Feng,Dong, Wei.An experimental investigation on the FPZ properties in concrete using digital image correlation technique[J],ENGINEERING FRACTURE MECHANICS,2011,78(17):2978-2990
[71]Yi F.-M.,Dong W.,Zhao Y.-H.,Wu Z.-M..Fracture characteristics and ductility of cracked concrete beam post-strengthened with CFRP sheet[J],Journal of Harbin Institute of Technology (New Series),2011,18(3):5-10
[72]Dong, Wei,He, Huanan,Wu, Zhimin.Experimental and Numerical Study on Mode I - II Crack Propagation for Small Size Specimens of Concrete[A],International Conference on Structures and Building Materials,2011,163-167:908-912
[73]董伟,何化南,吴智敏.Expermental and numerical study on mode I-II crack propagation for small size specimens of concrete[A],Advanced Materials Research,2011,163:908-912
[74]董伟,何化南,吴智敏,易富民.基于裂缝扩展准则的KR阻力曲线研究[J],工程力学,2011,28(7):13
[75]梁猛,董伟,易富民,吴智敏.CFRP约束混凝土圆柱轴心受压力学性能分析[J],土木建筑与环境工程,2010,32(6):36-41
[76]Dong W.,He H.,Wu Z..Study on KR-curves of the concrete beam reinforced with CFRP[A],10th Asia-Pacific Conference on Engineering Plasticity and Its Applications, AEPA 2010,2010,25-29
[77]檀永杰,吴智敏,马超,董伟.轻型码头结构模型试验研究[A],2010,114-118
[78]何化南,秦杰,董伟,黄承逵.大比尺钢衬钢筋混凝土马蹄形压力管道改性试验研究[J],岩土力学,2010,31(9):2786-2792
[79]Jiang D.C.,Dong W.,Tan Y.,Wang Q.,Peng X.,Li G.B..Investigation on the removal of B impurity in metallurgical grade Si by electron beam melting[A],7th International Forum on Advanced Material Science and Technology, IFAMST-7,2010,675 677:29-32
[80]He H.N.,Dong W..Experimental study on long-Term restricted expansive deformation of steel fiber reinforced expansive concrete[A],6th International Specialty Conference on Fibre Reinforced Materials,2010,139-142
[81]赵艳华,陈晋,董伟.混凝土非标准楔入劈拉试件断裂参数的确定[J],水利与建筑工程学报,2010,8(1):1-4,18
[82]李晓东,董伟,吴智敏,常清睿.小尺寸混凝土试件双K断裂参数的试验研究[J],工程力学,2010,27(2):166-171
[83]董伟,何化南,吴智敏,易富民.光弹贴片法研究混凝土Ⅰ-Ⅱ复合型裂缝扩展过程[J],工程力学,2010,27(9):41-48
[84]Dong Wei,Wu Zhimin,Zhao Yanhua,Yi Fumin.On crack propagation of I-II mixed mode fracture in concrete by means of photoelastic coatings[A],8th International Conference on Fracture and Damage Mechanics,2010,417-418:809-812
[85]He, H. N.,Dong, W..EXPERIMENTAL STUDY ON LONG-TERM RESTRICTED EXPANSIVE DEFORMATION OF STEEL FIBER REINFORCED EXPANSIVE CONCRETE[A],6th International Speciality Conference on Fibre Reinforced Materials,2010,139-142
[86]董伟,何化南,吴智敏.Study on KR-curves of the concrete beam reinforced with CFRP[A],10th Asia-pacific conference on engineering plasticity and its applications,2010
[87]Dong Wei,He Huanan,Wu Zhimin.STUDY ON K-R-CURVES OF THE CONCRETE BEAM REINFORCED WITH CFRP[A],10th Asia-Pacific Conference on Engineering Plasticity and itsApplications (AEPA),2010,25-29
[88]易富民,董伟,吴智敏,杨树桐.CFRP加固混凝土梁断裂特性的试验研究[J],水力发电学报,2009,28(6):193-199,205
[89]Zhao Yanhua,Zhang Hua,Dong Wei.Determination of fracture parameters for non-standard wedge splitting specimen of concrete[A],9th International Conference on Fracture and Damage Mechanics,2009,452-453:425-428
[90]He, Huanan,Dong, Wei,Wu, Zhimin.Study on Long-term Expansive Deformation of Self-stressing Concrete with Combined Restrictions of Steel Fibers and Steel Bar[A],9th International Conference on Fracture and Damage Mechanics,2009,452-453:533-536
[91]许青,邓涛,董伟,吴智敏.基于裂缝扩展准则的混凝土重力坝裂缝扩展全过程数值分析[J],建筑科学与工程学报,2009,26(3):49-54
[92]吴智敏,董伟,许青.混凝土Ⅰ-Ⅱ复合型裂缝扩展准则及扩展全过程的数值模拟[J],水利学报,2009,40(2):180-187
[93]吴智敏,董伟,许青.混凝土I-II复合型裂缝扩展准则及裂缝扩展全过程的数值模拟[J],水利学报,2009,40(2):166-171
[94]Xu, Qing,Dong, Wei,Wu, Zhimin.Numerical simulation on mixed mode I-II crack propagation process in concrete[A],7th International Conference on Fracture and Damage Mechanics,2008,385-387:233-+
[95]Wu, Zhimin,Dong, Wei,Yi, Fumin,Yang, Shutong.Experimental investigation on initial cracking criterion and size effect for I-II mixed mode fracture in concrete[A],6th International Conference on Fracture and Damage Mechanics,2007,348-349:961-+
[96]董伟,吴智敏,郑长良.混凝土Ⅰ-Ⅱ复合型裂纹断裂准则研究方法概述[J],力学与实践,2006,28(6):9-14
[97]司炳君,董伟.两种形式索承网壳承载力比较分析[J],钢结构,2005,20(6):8-11,32