Mechanism Analysis of Impact Performance for Tubular K-Joint under Lateral Impact Force

Sheng Zhi Song; Shu Song Sheng; Jian Jun Wei

doi:10.4028/www.scientific.net/AMM.638-640.149

Paper Titles

Influence of Load Conditions on Mechanical Behaviors of Steel Tubular Columns Filled with Steel-Reinforced Concrete Subjected to Axial Load
p.132

KNN Classification Based MCS Method of Structural Reliability Analysis
p.136

Measurement Analysis of Mechanical Properties of Round-Ended Concrete Filled Steel Tube Coupled Tower Column during Construction Phase
p.140

Mechanical Properties Analysis and Optimal Design of the Main Girder of Movable Scaffold System
p.145

Mechanism Analysis of Impact Performance for Tubular K-Joint under Lateral Impact Force
p.149

Modal Analysis for the Vibration Isolator of the Laminated Curved Plate
p.153

Nonlinear Finite Element Analysis of Continuous Steel-Concrete Composite Beams
p.159

Nonlinear Input Power Flow Analysis of a Plate with a Breathing Crack
p.163

Non-Probabilistic Reliability Optimization of Linear Structural System Based on Interval Model
p.168

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 638-640Mechanism Analysis of Impact Performance for...

Mechanism Analysis of Impact Performance for Tubular K-Joint under Lateral Impact Force

Abstract:

Tubular structure can be damaged severely by collision accident. To study the failure mechanism of tubular joint under lateral impact force, typical tubular K-joint is selected as basic theoretical analysis model and it is simulated by nonlinear finite element software ABAQUS. On the base of numerical analysis, the development law of deformation and stress is clarified, and the failure mode of tubular K-joint is analyzed in the course of impacting.

You might also be interested in these eBooks

Progress in Industrial and Civil Engineering III

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 638-640)

Pages:

149-152

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.638-640.149

Citation:

Cite this paper

Online since:

September 2014

Authors:

Sheng Zhi Song*, Shu Song Sheng, Jian Jun Wei

Keywords:

Failure Modes, Finite Element Analysis (FEA), Lateral Impact, Tubular K-Joints

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Tebbett I E. The last five year, 5 experience in steel platform repairs[C]/ Proceeding of 19th Annual Offshore Technology Conference. OTC5385, 1987: 261-268.

DOI: 10.4043/5385-ms

Google Scholar

[2] Song S Z, Qu H, Shao Y B. Impact strength for tubular T-joint with reinforced chord under axial impact force[C]/12th international conference on Inspection, Appraisal Repairs & Maintenance of Structures, Yantai, China, CI-Premier, 2010, 167-172.

Google Scholar

[3] Qu H, Zhang Y. Mechanism analysis of impact performance for tubular T-joint[C]/12th international conference on Inspection, Appraisal Repairs & Maintenance of Structures, Yantai, China, CI-Premier, 2010, 159-162.

Google Scholar

[4] QU Hui, HUO Jingsi, XU Chao. Experimental study on tubular T-joints under drop hammer impact loads [J] Journal of building structures. 2013, 34(4): 65-73. (in Chinese).

Google Scholar

[5] Wang X.L., Zhang Y.C., Wang Z.L. Study on collision behavior of K-joint in offshore jacket platform[J]. Journal of Jiangsu university of science and technology (nature science edition). 2007, 21(4): 1-6. (in Chinese).

Google Scholar

[6] Symonds P S. Survey of methods of analysis for plastic deformation of structures under dynamic loading[ A]. Brown University, Division of engineering report, BU/ NSRDC/1 67, (1967).

DOI: 10.21236/ad0659972

Google Scholar