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Double-moment of spacial curved bars with closed thin-wall cross-section

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Abstract

In this paper, the double-moment of thin-wall cross-section spacial curved bars of anisotropic materials is discussed, and a general solving method for this type of problems as well as the concrete double-moment formula of planary curved bars subjected to action of vertical loads are given out.

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References

  1. Gianelige G U, Banuofuco R G.Statics of Elastical Thin Walled Bars [M]. Hu Haichang, Xie Bomin Trasl. Beijing: Science Press, 1955. (Chinese version)

    Google Scholar 

  2. Chen Tieyun, Chen Bozhen.Band, Twist and Stability of Open Thin Walled Bars [M]. National Defence Press, 1965. (in Chinese)

  3. Vlasov V Z.Elastical Thin Walled Bars [M]. Moscow: National Science Academic Press, 1963. (in Russian)

    Google Scholar 

  4. Wu Daren.Differential Geometry [M]. Beijing: People's Education Press, 1959. (in Chinese)

    Google Scholar 

  5. Luo Zudao, Li Huijian.Anisotropic Material Mechanics [J]. Shanghai: Shanghai Jiaotong University Press, 1994. (in Chinese)

    Google Scholar 

  6. Xiong Hanwei, Zhang Peiyuan. Finite element analysis of spatial curved bods[J].Journal of Chongqing University, 1997,20(4):31–36. (in Chinese)

    Google Scholar 

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Communicated by Zhang Ruqing

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Yuchun, Z., Peiyuan, Z. & Bo, Y. Double-moment of spacial curved bars with closed thin-wall cross-section. Appl Math Mech 20, 1350–1357 (1999). https://doi.org/10.1007/BF02459168

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  • DOI: https://doi.org/10.1007/BF02459168

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