3Qian x D, Romeijn A, Wardenier J, Choo Y S. An automatic FE mesh Generator for CHS tubular joints[C]// Chung J S, Wardenier J, Yao T. Proceeding of the Twelve International Offshore and Polar Engineering Conference, Kitakyushu, Japan: International Society off Shore & Polar Engineers, 2002:11 - 18.
4沃登尼尔珠J.钢管截面的结构应用[M].张其林,刘大康,译.上海:同济大学出版社,2004.
5Lie S T, Lee C K, Wong S M. Modelling and mesh generation of weld profile in tubular Y-joint [J]. Journal of Constructional Steel Research, 2001, 57(5): 547-567.
6Spyros A Karamanos, Arie Romeijn, Jaap Wardenier. Stress concentration in tubular gap K-joints: Mechanics and fatigue design [J]. Engineer Structures, 2000, 22: 4-14.
7Lee M M K. Strength, stress and fracture analyses of offshore tubular joints using finite elements [J]. Journal of Constructional Steel Research, 1999, 51: 265-286.
8Makino Y. Experimental study on concrete filled tubular joints under axial loads [J]. Tubular Structures Ⅸ, 2001, 9: 534-541.
9Ann Schumacher, Alain Nussbaumer. Experimental study on the fatigue behaviour of welded tubular K-joints for bridges [J]. Engineer Structures, 2006, 28: 745-755.
10Morgan M R, Lee M M K. Prediction of stress concentrations and degrees of bending in axially loaded tubular K-joints [J]. Journal of Constructional Steel Research, 1998, 45(1): 67-97.