[1] WILKE F. Load bearing behavior of grouted joints subjected to predominant bending [M]. Aachen:Shaker,2013.
[2] ANDERSEN M, PETERSEN P. Structural design of grouted connections in offshore steel monopile foundations [C]// Det Norske Veritas. Global Windpower Conference,Denmark,2004.Denmark:Det Norske Veritas, 2004:1-13.
[3] SCHAUMANN P,BECHTEL A,LOCHTE-HOLTGREVEN S.Fatigue Performance of Grouted Joints for Offshore Wind Energy Converters in Deeper Waters [C]//[s.n.].Proc Twent Int Offshore Polar English Conference, Beijing, 2010. Beijing:The International Society of Offshore and Polar Engineers(ISOPE),2010:672–679.
[4] 侯延泽. 单桩风机灌浆套管连接段受力分析及公式验证 [D].天津:天津大学,2016.

HOU Y Z. The analysis of grouted connections in single pile wind turbine foundations and verification of formulas [D]. Tianjin:Tianjin University,2016.
[5]

LIN Y H, HUANG H H. Design and static analysis of improved grout joint of offshore monopile foundation [J]. Ships Offshore Structures,2016,26(1):1-13.
[6]

KIM K D,PLODPRADIT P,KIM B J,et al. Interface behavior of grouted connections on monopile wind turbine offshore structure [J].International Journal of Steel Structures,2014,14(3):439-446.
[7]

FEHLING E,LEUTBECHER T,SCHMIDT M,et al. Grouted connections for offshore wind turbine structures Part 2:structural modelling and design of grouted connections [J]. Steel Construction,2013,6(3):216-228.
[8]

LOZANO-MINGUEZ E,KOLIOS A J,BRENNAN F P. Multicriteria assessment of offshore wind turbine support structures [J].Renewable Energy,2011,36(11):2831-2837.
[9]

LEE Y S,GONZÁLEZ J A,LEE J H,et al. Structural topology optimization of the transition piece for an offshore wind turbine with jacket foundation [J]. Renewable Energy,2016,85(1):1214-1225.
[10]

LIU F,YANG Q,LI H,et al. Discrepancy study of modal parameters of a scale jacket-type supporting structure of 3.0-MW offshore wind turbine in water and in air [J]. Renewable Energy,2016,89(1):60-70.
[11]

NIELSEN L P. Finite element analysis of large diameter grouted connections [C]// ASME. Proceeding of 26th International Conference of Offshore Mechanics and Arctic Engineering,San Diego ,2007. San Diego: ASME,2007:1-9.
[12]

DET NORSKE VERITAS. Design of offshore wind turbine structures:offshore standard:DNV-OS-J101 [S]. Oslo:Det Norske Veritas AS, 2014.
[13]

LUBLINER J,OLIVER J,OLLER S,et al. A plastic-damage model for concrete [J]. International Journal of Solids and Structures,1989,25(3):299-326.
[14]

LEE J,FENVES G L. Plastic-damage model for cyclic loading of concrete structures [J]. Journal of Engineering Mechanics,1998,124(8):892-900.
[15]

LOTSBERG I. Structural mechanics for design of grouted connections in monopile wind turbine structures [J]. Marine Structures, 2013,32(7):113-135.
[16]

WILLIAM B L,JAMES O Y. Grouted pile-to-sleeve connections tests [M]. Austin,Texas: Offshore Technology Conference, 1986.
[17]

GAO S B,USAMI T,GE H B. Ductility of steel short cylinders in compression and bending [J]. Journal of Engineering Mechanics,1998,124(2):176-183.
[18]

ZHENG Y,USAMI T,GE H B. Ductility evaluation procedure for thin-walled steel structures [J]. Journal of Structure Engineering,2000,126(11):1312-1319.