1. Z. Weiqiu, L. Wuxu, Y. Tao, L. Deming and L. Lintao, "Model Test and Numerical Simulation of Grouted Connections for offshoreWind Turbine Under Static Axial Load," Marine Science and Engineering, 2020.
2. C. Tao, C. Chengcheng, Z. Chihai, W. Xian, C. Ke and Y. Guokai, "Numerical modeling and parametric analysis of grouted connections under axial loading," Thin-Walled Structures, vol. 154, 2020. [
DOI:10.1016/j.tws.2020.106880]
3. S. Anders and L. Lohaus, "Optimized High-Performance Concrete in Grouted Connections," Taylor & Francis Group, 2008. [
DOI:10.1201/9781439828410.ch63]
4. Z. Pu, Y. Jixing, P. Yuyang, F. Jiajun, i. G. Hu and P. Zuanfeng, "Experimental study on the mechanical properties of grouted sleeve joint with the fiber-reinforced grouting material," Journal of Building Engineering, vol. 41, 2021. [
DOI:10.1016/j.jobe.2021.102691]
5. A. A. M. Aboubakr, Behaviour study of grouted connection for offshore wind turbin structures with brittle cement based grouts, Kassel, Germany: Faculty of Civil Engineering and Environmental at University of Kassel, 2020.
6. L. Jeong Hwa, D. H. Won, J. Youn-Ju, K. Seong-Hwan and K. Young-Jong, "Interfacial shear behavior of a high-strength pile to sleeve grouted connection," Engineering Structures, vol. 151, pp. 704-723, 2017. [
DOI:10.1016/j.engstruct.2017.08.035]
7. D. Ziquan, D. P. Sze and R. L. JY, "Axial load resistance of grouted sleeve connection for modular construction," Thin-Walled Structures, no. 154, 2020. [
DOI:10.1016/j.tws.2020.106883]
8. K. Wille, A. E. Naaman and G. J. Parra-Montesinos, "Ultra-High Performance Concrete with Compressive Strength Exceeding 150 MPa (22 ksi): A Simpler Way," ACI MATERIALS JOURNAL, 2011.
9. K. Wille, A. E. Naaman, S. El-Tawil and G. J. Parra-Montesinos, "Ultra-high performance concrete and fiber reinforced concrete: achieving strength and ductility without heat curing," Materials and Structures, vol. 45, pp. 309-324, 2012. [
DOI:10.1617/s11527-011-9767-0]
10. DNV-OS-J101, Offshore standard: design of offshore wind turbine structures., Norway: Det Norske Veritas AS, 2013.
11. T. Chen, C. Huang, C. Zhang, X. Wang, Q. Zhao and G. Yuan, "Static behavior modeling of grouted connections under lateral loading for offshore wind turbine structures," Thin-Walled Structures, vol. 149, 2020. [
DOI:10.1016/j.tws.2019.106517]
12. API, Recommended Practice for Planning, Designing, and Constructing Fixed offshore Platforms-Working Stress Design (API RP 2A-WSD), Washington, DC, USA: American Petroleum Institute (API), 2007.
13. HSE, Pile/Sleeve Connections, Norwich, UK: Health & Safety Executive (HSE), 2001.
14. X. You, Z. Wu and Z. Chen, "Comparison of Prediction Methods for Axial Strength of Grouted Connections with Shear Keys," Applied Sciences, vol. 10, no. 6, 2020. [
DOI:10.3390/app10061942]
15. DNV GL, Support Structures for Wind Turbines (DNVGL-ST-0126), Norway, 2016: Det Norske Veritas (DNV), 2016.