[1]CHEN N Z. A Stop-hole Method for Marine and Offshore Structures[J].International Journal of Fatigue,2016,88(3):49-57.
[2]FANNI M,FOUDA N,SHABARA M A N,et al. New Crack Stop Hole Shape Using Structure Optimizing Technique[J].Ain Shams Engineering Journal,2015,6(3):987-999.
[3]孙昌之. 起重机金属结构裂纹修复后再生裂纹的探讨[J].起重运输机械,2000,2(1):31-33.
SUN Changzhi. Exploration of Occurring of New Crack on Metal Structures of Cranes after Old Crack Was Repaired [J].Hoisting and Conveying Machinery,2000,2(1):31-33.
[4]张术宽,黄培彦,赵传宇.CFL加固受弯钢板中表面裂纹应力强度因子的数值分析[J].华南理工大学学报(自然科学版),2012,40(4):162-168.
ZHANG Shukuan,HUANG Peiyan,ZHAO Chuanyu. Numerical Analysis of Stress Intensity Factor of Surface Crack in Steel Plate Strengthened with CFL under Bending Load [J].Journal of South China University of Technology (Natural Science Edition),2012,40(4):162-168.
[5]EMDAD R,AL-MAHAIDI R. Effect of Prestressed CFRP Patches on Crack Growth of Centre-notched Steel Plates[J].Composite Structures,2015,123(12):109-122.
[6]赵传宇,黄培彦,罗毅.受拉FRP加固X80钢板中表面裂纹应力强度因子的数值分析[J].华南理工大学学报(自然科学版),2013,41(8):109-114.
ZHAO Chuanyu,HUANG Peiyan,LUO Yi. Numerical Analysis of Stress Intensity Factor of Surface Crack in X80 Steel Plate Strengthened with FRP under Tensile Load[J].Journal of South China University of Technology (Natural Science Edition),2013,41(8):109-114.
[7]COLOMBI P,FAVA G,SONZOGNI L. Fatigue Crack Growth in CFRP-strengthened Steel Plates[J].Composites,2015,72(11):87-96.
[8]吉伯海,袁周致远,刘天笳,等. 钢箱梁疲劳裂纹钻孔止裂修复的影响因素[J].江苏大学学报(自然科学版),2016,37(1):97-102.
JI Bohai,YUAN Zhouzhiyuan,LIU Tianjia,et al. Influencing Factors of Stop-hole Method for Fatigue Crack of Steel Box Girder [J].Journal of Jiangsu University(Natural Science Edition),2016,37(1):97-102.
[9]曹靖,王建国,完海鹰. CFRP加固钢结构吊车梁疲劳有限元分析及应用[J]. 合肥工业大学学报(自然科学版),2010,33(1):85-88.
CAO Jing,WANG Jianguo,WAN Haiying. Finite Element Analysis of Fatigue of Steel Crane Beam Structures Reinforced with CFRP and Its Application[J].Journal of Hefei University of Technology(Natural Science),2010,33(1):85-88.
[10]KULYK V V,LENKOVS'KYI T M,OSTASH O P. Mode Ⅰ and Mode Ⅱ Cyclic Crack Resistance of Wheel Steel[J].Strength of Materials,2017,49(2):1-7.
[11]TSCHEGG E K. Mode Ⅲ and Mode I Fatigue Crack Propagation Behaviour under Torsional Loading[J].Journal of Materials Science,1983,18(6):1604-1614.
[12]LI H F,QIAN C F,YUAN Q B. Cracking Simulation of a Tubesheet under Different Loadings[J].Theoretical & Applied Fracture Mechanics,2010,54(1):27-36.
[13]王春华,张博宁. 桥式起重机箱形梁疲劳裂纹及其剩余寿命[J].机械设计与研究,2014,30(4):144-147.
WANG Chunhua,ZHANG Boning. The Box Beam Fatigue Crack and Residual Life of Bridge Crane[J].Machine Design and Research,2014,30(4):144-147.
[14]WU C,ZHAO X L,AL-MAHAIDI R,et al. Effects of CFRP Bond Locations on the Mode I Stress Intensity Factor of Centre-cracked Tensile Steel Plates[J].Fatigue& Fracture of Engineering Materials&Structures,2012,36(2):154-167.
[15]ZHOU Z,BHAMARE S,QIAN D. Ductile Fracture in Thin Sheet Metals: a FEM Study of the Sandia Fracture Challenge Problem Based on the Gurson-Tvergaard-Needleman Fracture Model[J].International Journal of Fracture, 2014, 186(1):185-200.