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Ductile Fracture Analysis of Welded Hollow Spherical Joints Subjecting Axial Forces with Micromechanical Fracture Models

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Abstract

Two micromechanical fracture models, void growth model (VGM) and stress modified critical strain (SMCS) model, were adopted to distinguish the failure mechanism of welded hollow spherical (WHS) joints under axial load based on FE analysis. Ductile fracture was successfully predicted for WHS joints under axial tension. The predicted fracture location is at the weld toe between WHS joints and circular hollow section members, which is consistent with corresponding test results. The predicted fracture load is lower than the peak load on the load–displacement curve, which indicates that the failure mechanism of WHS joints under axial tension is fracture due to inadequate strength and the fracture load should be taken as the ultimate load bearing capacity of the joints. A simplified SMCS model was proposed and verified for ductile fracture prediction of WHS joints under axial tension. Micromechanical fracture analysis was also conducted on WHS joints under axial compression. It was obtained by both VGM and SMCS model that no fracture would occur before the load reached its peak value, the reason of which was discussed by tracing the variation of the equivalent plastic stain and stress triaxiality at the potential location of fracture. Therefore, the failure mechanism of WHS joints under axial compression is losing stability with the depression of the sphere cap and the peak load on the load–displacement curve should be taken as the ultimate load bearing capacity of WHS joints.

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References

  • ABAQUS. (2012). ABAQUS standard user’s manual, version 6.10. Providence, RI: Dassault Systèmes Corp.

    Google Scholar 

  • Chen, H. Z., Zhu, H. P., & Xiong, S. S. (2009). Experiments on large-diameter welded hollow spherical joint. Journal of Southwest Jiaotong University,17(4), 319–324.

    Google Scholar 

  • Gao, X., Zhang, G., & Roe, C. (2010). A study on the effect of the stress state on ductile fracture. International Journal of Damage Mechanics,19(1), 75–94.

    Article  Google Scholar 

  • Han, Q. H., & Liu, X. L. (2004). Ultimate bearing capacity of the welded hollow spherical joints in spatial reticulated structures. Engineering Structures,26(1), 73–82.

    Article  MathSciNet  Google Scholar 

  • Hancock, J. W., & Mackenzie, A. C. (1976). On the mechanisms of ductile failure in high-strength steels subjected to multi-axial stress-states. Journal of the Mechanics and Physics of Solids,24(2–3), 147–160.

    Article  Google Scholar 

  • Kanvinde, A. M., & Deierlein, G. G. (2004). Micromechanical simulation of earthquake-induced fracture in steel structures. Stanford, CA: Stanford University Press.

    Google Scholar 

  • Kanvinde, A. M., & Deierlein, G. G. (2006). Void growth model and stress modified critical strain model to predict ductile fracture in structural steels. Journal of Structural Engineering,132(12), 1907–1918.

    Article  Google Scholar 

  • Kiran, R., & Khandelwal, K. (2013). A micromechanical model for ductile fracture prediction in ASTM A992 steels. Engineering Fracture Mechanics,102(2), 101–117.

    Article  Google Scholar 

  • Li, X. (2010). Load-carrying capacity and practical design method of welded hollow spherical joints in space latticed strucures. Advanced Steel Construction,06(4), 976–1000.

    Google Scholar 

  • Liao, F. F., Wang, W., & Chen, Y. Y. (2012). Parameter calibrations and application of micromechanical fracture models of structural steels. Structural Engineering & Mechanics,42(2), 153–174.

    Article  Google Scholar 

  • Liao, F. F., Wang, W., & Chen, Y. Y.(2015). Ductile fracture prediction for welded steel connections under monotonic loading based on micromechanical fracture criteria. Engineering Structures,94, 16–28.

    Article  Google Scholar 

  • Liu, X. L., Zhou, X. J., & Ding, Y. (1998). Analysis of failure mechanism of super large diameter welded hollow spherical joint in space trusses and experimental study of its bearing capacity. Journal of Building Structures,06, 33–39. (In Chinese).

    Google Scholar 

  • Oh, C. S., Kim, N. H., Kim, Y. J., Baek, J. H., Kim, Y. P., & Kim, W. S. (2011). A finite element ductile failure simulation method using stress-modified fracture strain model. Engineering Fracture Mechanics,78(1), 124–137.

    Article  Google Scholar 

  • Qian, K., Guo, M., & Xia, T. (2012). Finite element analysis of welded hollow spherical joints interpenetrated by circular steel pipe. In 2012 2nd International conference on consumer electronics, communications and networks (CECNet). Yichang, Hubei: IEEE.

  • Rice, J. R., & Tracey, D. M. (1969). On the ductile enlargement of voids in triaxial stress fields. Journal of the Mechanics and Physics of Solids,17(3), 201–217.

    Article  Google Scholar 

  • Wang, M., Shi, Y., Wang, Y., Xiong, J., & Chen, H. (2013). Degradation and damage behaviors of steel frame welded connections. Steel & Composite Structures,15(4), 357–377.

    Article  Google Scholar 

  • Wang, Y. Q., Zhou, H., Shi, Y. J., & Xiong, J. (2011). Fracture prediction of welded steel connections using traditional fracture mechanics and calibrated micromechanics based models. International Journal of Steel Structures,11(3), 351–366.

    Article  Google Scholar 

  • Xing, J. H., Guo, C. L., Zhang, P., & Yang, Q. S. (2015). Calibrations of toughness parameters of microscopic damage model for steel Q235B. Journal of Building Materials,18(2), 228–236. (in Chinese).

    Google Scholar 

  • Xue, W. L. (2008). Research on capacity and practical calculation method of welded hollow spherical joints connected with circular tube. Ph.D. Dissertation, Tongji University, Shanghai, China. (in Chinese).

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Acknowledgements

The authors gratefully acknowledge the financial support from the National Natural Science Foundation of China (No. 51525803).

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Correspondence to Zhenyu Li.

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Yin, Y., Che, X., Li, Z. et al. Ductile Fracture Analysis of Welded Hollow Spherical Joints Subjecting Axial Forces with Micromechanical Fracture Models. Int J Steel Struct 19, 2010–2023 (2019). https://doi.org/10.1007/s13296-019-00261-z

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  • DOI: https://doi.org/10.1007/s13296-019-00261-z

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