Mechanical Properties Research of Planar K-Joint

Xi Bing Hu; Fei Hua Yi; Da Long Zhang; Hui Mao

doi:10.4028/www.scientific.net/AMR.1091.83

Paper Titles

A Methodology for Longitudinal Tooth Flank Crowning of the Helical Gear on a CNC Honing Machine
p.53

Laser Transmission Welding of Thermoplastic: Experimental Investigation Using Polycarbonate
p.63

Design and Fabrication of PDMS MLA Based on Digital Maskless Lithography Method
p.71

Research on the Impact of Increase Pressure on the Homogeneity of the Cast in Die Casting Technology
p.77

Mechanical Properties Research of Planar K-Joint
p.83

Analysis on the Holistic Resistant Behavior of Super High-Rise Concrete Structure Affected by the Concrete Strength of the Core of the Joints
p.89

Analysis of Welding Process for Automotive Rear Cradle
p.97

Thermal Impact Resistance of Integrated Thermal Protection System of Space Vehicles
p.103

Evaporation-Plastic Shrinkage-Cracking: Overview of Approaches and Discussion
p.109

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 1091Mechanical Properties Research of Planar K-Joint

Mechanical Properties Research of Planar K-Joint

Abstract:

The finite element models of the planar K-joint are established based on the finite element analysis software ANSYS. The bracing members are under the action of axial force and moment. Different rotational deformation values of the joint with different geometric parameters are reached with calculation and analysis. Results show that the deformation value approximate linearly increased with the increasing load of the bracing member. It also shows that the influence of the bracing member diameter and wall thickness is larger on rotational deformation values and the rotational deformation of the part of the K-joint is greatly influenced by the deformation of joint region.

You might also be interested in these eBooks

Future Materials and Manufacturing Materials Processing

View Preview

Info:

Periodical:

Advanced Materials Research (Volume 1091)

Pages:

83-87

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1091.83

Citation:

Cite this paper

Online since:

February 2015

Authors:

Xi Bing Hu*, Fei Hua Yi, Da Long Zhang, Hui Mao

Keywords:

Finite Element Analysis, Planar K-Joint, Rotational Deformation, Steel Truss

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Rong Lou, Weiwen Chen and Chunxiao Zhuo: Structural design on irregularly shaped steel roof of Shaoxing Natatorium. Building structure, Vol. 43 (11) (2013), pp.84-87.

Google Scholar

[2] Liqiang Tian, Changxing Wang and Ke Xu: Structure analysis on bidirectional bias pipe truss of Yima stadium. Building structure (2013), pp.457-461.

Google Scholar

[3] Yu Chen, Xianzhong Zhao and Yiyi Chen. Parametric analysis and design equation of ultimate capacity for unstiffened, overlapped CHS K-joints. Journal of Building Structures (2006), pp.30-36.

DOI: 10.1007/s11709-008-0014-x

Google Scholar

[4] Xianzhong Zhao, Yu Chen and Yiyi Chen: Experimental study on static behavior of unstiffened, overlapped CHS K-joints. Journal of Building Structures (2006), pp.23-36.

Google Scholar

[5] Code for design of steel structures (GB50017-2003): (China Planning Press, Beijing 2003).

Google Scholar

[6] Bingye Xu, Xinsheng Liu: Application of elastic-plastic mechanics (Tsinghua University Press, Beijing1995).

Google Scholar