Static Strength of T-Joints Reinforced with Doubler or Collar Plates. I: Experimental Investigations

Author:

Choo Y. S.12341,van der Vegte G. J.12341,Zettlemoyer N.12341,Li B. H.12341,Liew J. Y. R.12341

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, National Univ. of Singapore, Singapore 119260.

2. Research Engineer, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, 2600 GA Delft, The Netherlands.

3. Structural Engineering Advisor, ExxonMobil Upstream Research Company, Houston, TX 77002.

4. Research Scholar, Dept. of Civil Engineering, National Univ. of Singapore, Singapore 119260.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference10 articles.

1. Berkhout K. (2001). “Numerical SCF analysis of collar and doubler plate joints.” Proc. 9th International Symposium on Tubular Structures Germany Balkema Rotterdam The Netherlands 565–571.

2. Ultimate Capacity of Doubler Plate–Reinforced Tubular Joints

3. Experimental investigation of a doubler-plate reinforced tubular T-joint subjected to combined loadings

4. Lu L. H. de Winkel G. D. Yu Y. and Wardenier J. (1994). “Deformation limit for the ultimate strength of hollow section joints.” Proc. 6th International Symposium on Tubular Structures Melbourne Australia Balkema Rotterdam The Netherlands 341–347.

5. Madros M. S. Z. Zettlemoyer N. and Healy B. E. (1995). “Effect of chord can length on strength of T-joints.” Proc. Offshore Technology Conf. OTC 7800 Houston.

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