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棱线强化薄壁方管轴向压溃力学特性 被引量:4

Mechanical Properties of Thin-walled Square Tube with Strengthened Ridgelines Subjected to Axial Crushing
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摘要 基于Wierzbicki和Abramowicz提出的方管理想化折叠机构和能量耗散模式,引入棱线与平板的屈服强度比,修正了棱线强化薄壁方管在准静态轴向压溃作用下的能量平衡方程,并推导出了平均压溃力理论预测公式.CAE(computer aided engineering)数值仿真完整再现了稳定压溃阶段棱线强化方管形成一个新折叠单元的塑性变形过程.仿真与理论结果对照表明,理论预测公式可以较准确地预测棱线强化薄壁方管准静态轴向压溃过程的平均压溃力,且最大偏差不超过4.3%;其次,对于截面长、宽、高分别为56,56,1.0 mm的方管,仅占整个截面周长9.09%的4根强化棱线可使其平均压溃力提升53.8%. Based on the energy dissipation modes and the ideal folding mechanism presented by Wierzbicki and Abramowicz, a modified energy balance equation was developed for the square tube with strengthened ridgelines subjected to quasi-static axial crushing by introducing a yield strength ratio between ridgeline and plate. Then a theoretical prediction formula of mean crushing force was also derived. CAE (Computer Aided Engineering) numerical simulation completely reproduced the plastic deformation process of a new folding element of square tube with strengthened ridgelines during stable crushing stage. Comparisons between simulation results and theoretical solutions show that the theoretical formula can correctly predict the mean crushing force for square tube with strengthened ridgelines subjected to quasi-static axial crushing, and the max deviation is lower than 4. 3%. Secondly, for a specific square tube whose length, width and thickness of cross section is 56mm, 56mm and 1.0ram respectively, four strengthened ridgelines which only occupy 9. 09% of perimeter of the cross section can increase its mean crushing force by 53.8%.
出处 《同济大学学报(自然科学版)》 EI CAS CSCD 北大核心 2016年第6期949-954,共6页 Journal of Tongji University:Natural Science
基金 国家"八六三"高技术研究发展计划(2012AA111302) 江西省交通厅重点工程项目(2015C0008)
关键词 棱线强化 折叠单元 能量耗散 数值仿真 平均压溃力 ridgeline strengthening folding element energy dissipation numerical simulation mean crushing force
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  • 1布雷迪.地下采矿岩石力学[M].北京:煤炭工业出版社,1990..
  • 2魏启永,曹立波,崔崇桢,等.逐级吸能薄壁结构的耐撞性优化研究[c]//第五届国际汽车交通安全会议.长沙,2007.
  • 3Bathe K J, et al. Advances in crush analysis. Computers and Structures, 1999, 72:31~47.
  • 4ANSYS/Ls-Dyna. User's Guide. Livermore Software Technology Corporation, 1997.
  • 5Abah L, eta]. Upon the effects of cutouts on the behavior of axially crushed tubes. In: Structure Under Extreme Loading Conditions ASME, 1998, PVP-361.
  • 6Soreide TH, Kavlie D. Collision damage and residual strength of tubular members in steel offshore structure.In: Narayanan ed. Shell Structures Stability and Strength,1985. 185-220.
  • 7Hallquist JO. Ls-Dyna Theoretical Manual. Livermore Software Technology Corporation, 1997.
  • 8Reid S R,Reddy T Y,Gray M D.Static and dynamic crushing of foam-filled sheet metal tubes [J].Int J Mech Sci,1986,28(5):295-322.
  • 9Abramowicz W,Jones N.Dynamic axial crushing of circular tubes [J].Int J Impact Engng,1984,2(3):263-281.
  • 10Hanssen A G,Langseth M,Hopperstad O S.Static and dynamic crushing of circular aluminium extrusions with aluminium foam filler [J].Int J Impact Engng,2000,24(5):475-507.

共引文献90

同被引文献36

  • 1惠卫军,张永健,吴振宇,师周龙,董瀚.Si-Mn系超高强度热成形淬火钢板的点焊性能[J].钢铁研究学报,2012,24(9):51-55. 被引量:3
  • 2项玉江,范子杰.帽型薄壁管件准静态压溃模拟计算中焊点的处理方法[J].汽车工程,2004,26(6):750-754. 被引量:13
  • 3范鼎东,张建平,肖丽俊,郭亚东.硼微合金化对SPHC钢组织、析出物以及屈服强度的影响[J].钢铁,2006,41(9):60-64. 被引量:23
  • 4PUGSLEY A,MACAULAY M.The large-scale crumpling ofthin cylindrical columns[J].Quarterly Journal of Mechanics andApplied Mathematics,1960,13(1):1-9.
  • 5ALEXANDER J M.An approximation analysis of the collapseof thin cylindrical shells under axial loading[J].QuarterlyJournal of Mechanics and Applied Mathematics,1960,13(1):10-15.
  • 6ABRAMOWICZ W.The effective crushing distance in axiallycompressed thin-walled metal columns[J]. InternationalJournal of Impact Engineering,1983,1(3):309-317.
  • 7ABRAMOWICZ W,JONES N.Dynamic axial crushing ofsquare tubes[J].International Journal of Impact Engineering,1984,2(2):179-208.
  • 8ABRAMOWICZ W,JONES N.Dynamic axial crushing ofcircular tubes[J].International Journal of Impact Engineering,1984,2(3):263-281.
  • 9ABRAMOWICZ W,JONES N.Dynamic progressive bucklingof circular and square tubes[J].International Journal of ImpactEngineering,1986,4(4):243-270.
  • 10WIERZBICKI T, ABRAMOWICZ W. On the crushingmechanics of thin-walled structures[J].Journal of AppliedMechanics,1983,50(4):727-734.

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