|Table of Contents|

[1] Wang Fan, Lan Xiaoyi, Pan Xiaorong, et al. Strength calculation methodologyfor internally ring-stiffened DT-joints [J]. Journal of Southeast University (English Edition), 2016, 32 (1): 67-72. [doi:10.3969/j.issn.1003-7985.2016.01.012]
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Strength calculation methodologyfor internally ring-stiffened DT-joints()
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Journal of Southeast University (English Edition)[ISSN:1003-7985/CN:32-1325/N]

Volumn:
32
Issue:
2016 1
Page:
67-72
Research Field:
Civil Engineering
Publishing date:
2016-03-20

Info

Title:
Strength calculation methodologyfor internally ring-stiffened DT-joints
Author(s):
Wang Fan1 2 Lan Xiaoyi2 Pan Xiaorong2 3 Ning Chen2Xu Xiaofeng2 Liu Dingding2 Luo Zhifeng2
1State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou 510640, China
2Architectural Design and Research Institute, South China University of Technology, Guangzhou 510640, China
3Shanghai Municipal Engineering Design Institute(Group)Co., LTD, Shanghai 200092, China
Keywords:
double-tee joint ring-stiffener failure mechanism ultimate strength
PACS:
TU391
DOI:
10.3969/j.issn.1003-7985.2016.01.012
Abstract:
In order to obtain the strength design equations for internally ring-stiffened circular hollow section tubular DT(double tee)-joints subjected to brace axial compression or tension, theoretical and numerical studies on 800 stiffened joints were conducted. Based on the failure mechanism of the stiffened joints, four theoretical models and corresponding equations for predicting the strength of the stiffeners are proposed. Combined with existing unstiffened DT-joint design equations, a design equation for the stiffened joints is proposed. The finite element analysis shows that the failure of the stiffened joints under brace axial loads can be characterized by plastic hinges forming in the stiffener and chord wall yielding in the vicinity of the brace-chord intersection. The reliability of the proposed stiffener strength equations is demonstrated by a reliability analysis. Good agreement is achieved between the stiffened joint strength calculated from the proposed joint strength equation and that obtained from finite element analysis.

References:

[1] Kim J W, Kim S S, Lee M J, et al. Vierendeel joints in the circular hollow sections of high strength steel subjected to brace moment and chord compressive loadings [J]. International Journal of Steel Structures, 2012, 12(4): 579-587.
[2] Shen W, Choo Y S, Wardenier J, et al. Static strength of axially loaded elliptical hollow section X joints with braces welded to wide sides of chord. Ⅰ: Numerical investigations based on experimental tests [J]. Journal of Structural Engineering, 2014, 140(1): 04013035.
[3] Shen W, Choo Y S, Wardenier J, et al. Static strength of axially loaded elliptical hollow section X joints with braces welded to wide sides of chord. Ⅱ: Parametric study and strength equations [J]. Journal of Structural Engineering, 2014, 140(1): 04013036.
[4] Thandavamoorthym T S, Rao M A G, Santhakumar A R. Behavior of internally ring-stiffened joints of offshore platforms [J]. Journal of Structural Engineering, 1999, 125(11): 1348-1352.
[5] Lee M M K, Llewelyn-Parry A. Offshore tubular T-joints reinforced with internal plain annular ring stiffeners [J]. Journal of Structural Engineering, 2004, 130(6): 942-951.
[6] Lee M M K, Llewelyn-Parry A. Strength prediction for ring-stiffened DT-joints in offshore jacket structures [J]. Engineering Structures, 2005, 27(3): 421-430. DOI:10.1016/j.engstruct.2004.11.004.
[7] Mei Q, Gong J H, Pang D D, et al. Effect of internal ring-stiffened spacing on behavior for X-joints [J]. Steel Construction, 2011, 26(5): 11-16. DOI:10.3969/j.issn.1007-9963.2011.05.003.(in Chinese)
[8] Wang F, Chen Z J, Liu D D, et al. Calculation method for bearing capacities of internal ring-stiffened tubular T-and Y-joints [J]. Journal of Southeast University(Natural Science Edition), 2014, 44(4): 811-816. DOI:10.3969/j.issn.1001-0505.2014.04.023.(in Chinese)
[9] Feng R, Young B. Design of cold-formed stainless steel tubular T-and X-joints [J]. Journal of Constructional Steel Research, 2011, 67: 421-436.
[10] Feng R, Young B. Theoretical analysis of cold-formed stainless steel tubular joints [J]. Engineering Structures, 2015, 83: 99-115. DOI:10.1016/j.engstruct.2014.10.030.
[11] American Society of Civil Engineers. Minimum design loads for buildings and other structures [S]. New York: ASCE, 2006.
[12] American Iron and Steel Institute. North American specification for the design of cold formed steel structural members [S]. Washington, DC, USA: American Iron and Steel Institute, 2007.
[13] Central Research Institute of Building and Construction Group Co., Ltd. CECS 280:2010 Technical specification for structures with steel hollow section [S]. Beijing: China Planning Press, 2010.(in Chinese)

Memo

Memo:
Biography: Wang Fan(1971—), male, doctor, associate professor, wangfan@scut.edu.cn.
Foundation item: The Open Project of State Key Laboratory of Subtropical Building Science, South China University of Technology(No. 2014KB29, 2015ZB30).
Citation: Wang Fan, Lan Xiaoyi, Pan Xiaorong, et al. Strength calculation methodology for internally ring-stiffened DT-joints[J].Journal of Southeast University(English Edition), 2016, 32(1):67-72. DOI:10.3969/j.issn.1003-7985.2016.01.012.
Last Update: 2016-03-20