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Yu Mao Hong

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Name
  
Yu Mao-Hong


Yu Mao-Hong httpsuploadwikimediaorgwikipediacommonsthu

Books
  
Structural Plasticity: Limit, Shakedown and Dynamic Plastic Analyses of Structures

Yu Mao-Hong (Chinese: 俞茂宏, b. 1934) is a Chinese engineer and a university professor. He is noted for his research on the strength hypotheses and yield surfaces of isotropic materials. His unified strength theory (UST) has found acceptance as generalized classical strength theory. It contains the following nonparametric strength theories and criteria:

Contents

Yu Mao-Hong Yu MaoHong Wikipedia

  • the normal stress theory (the William John Macquorn Rankine hypothesis),
  • the Tresca yield criterion,
  • the von Mises yield criterion (the Sokolovsky regular dodecagon in the π-plane), and
  • the Schmidt-Ishlinsky yield criterion

    • and three one-parameter models: the Mohr–Coulomb theory (Single-Shear-Theory (SST)), the Sdobyrev (Pisarenko-Lebedev) criterion, and the Twin-Shear-Theory (TST). The Unified Yield Criterion (UYC) as a part of the UST is used in the theory of plasticity (physics).

    Curriculum vitae

  • 1951 - 1955 student at Zhejiang University, Hangzhou
  • 1955 - 1959 assistant at Zhejiang University, Hangzhou
  • 1960 - 1966 lecturer at Xi'an Jiaotong University, Xi'an
  • 1978 - 1980 lecturer at Xi'an Jiaotong University, Xi'an
  • 1981 - 1984 associate professor at Xi'an Jiaotong University, Xi'an
  • 1985 till now professor at Xi'an Jiaotong University, Xi'an

    • Selected books

  • Computational Plasticity: With Emphasis on the Application of the Unified Strength Theory (Advanced Topics in Science and Technology in China). Mao-Hong Yu, Jian-Chun Li, Springer, Berlin, 2012, ISBN 978-3-642-24589-3
  • Generalized Plasticity. Mao-Hong Yu, Guo-Wei Ma, Hong-Fu Qiang, Yong-Qiang Zhang, Springer, Berlin, 2010, ISBN 978-3642064203
  • Structural Plasticity: Limit, Shakedown and Dynamic Plastic Analyses of Structures (Advanced Topics in Science and Technology in China). Mao-Hong Yu, Guo-Wei Ma, Jian-Chun Li, Springer, Berlin, 2009, ISBN 978-3-540-88151-3
  • Generalized Plasticity. Mao-Hong Yu, Guo-Wei Ma, Hong-Fu Qiang, Yong-Qiang Zhang, Springer, Berlin, 2006, ISBN 3-540-25127-8; 978-3-540-25127-9
  • Unified Strength Theory and Its Applications. Mao-Hong Yu, Springer, Berlin, 2004, ISBN 3-540-43721-5
  • Computational Plasticity (in Chinese). Mao-Hong Yu, Li Jian Chun, Springer, Berlin, 2000
  • Engineering Strength Theory (in Chinese). Mao-Hong Yu, Higher Education Pressress, Beijing, 1999
  • Researches on the Twin Shear Stress Strength Theory (in Chinese). Mao-Hong Yu, Xi'an Jiaotong University Press, Xi'an, 1988

    • Selected articles

  • General behaviour of isotropic yield function (in Chinese: 各向同性屈服函数的一般性貭 - 俞茂鋐. Mao-Hong Yu, Scientific and Technological Research Paper of Xi'an Jiaotong University, Xi'an, 1961, pp. 1–11
  • Brittle fracture and plastic yield criterion (in Chinese: 各向同性屈服函数的一般性貭 (双切屈服准則及其流动規律). Mao-Hong Yu, Scientific and Technological Research Paper of Xi'an Jiaotong University, Xi'an, 1962, pp. 1–25
  • Twin shear stress yield criterion. Mao-Hong Yu, Int. J. Mech. Sci., 1(25), 1983, pp. 71–74
  • Advances in strength theories for materials under complex stress state in the 20th century. Mao-Hong Yu, Applied Mechanics Reviews, 5(55), 2002, pp. 169–218
  • Linear and non-linear Unified Strength Theory (in Chinese). Mao-Hong Yu, J. of Geotechnical Engineering, 4(26), 2007, pp. 662–669
  • Basic characteristics and development of yield criteria for geomaterials. Mao-Hong Yu, Xia, G., Kolupaev, V. A., J. of Rock Mechanics and Geotechnical Engineering, 1(1), 2009, pp. 71–88, doi:10.3724/SP.J.1235.2009.00071
  • Unified Strength Theory (UST). Mao-Hong Yu, Rock Mechanics and Engineering, Volume 1: Principles, Editor: Xia-Ting Feng, pp. 425–450, CRC Press, London, 2017, ISBN 1138027596

    • Awards

  • 2011: National Natural Science Award, China
  • 2014: Excellent Article Award, Journal of Rock mechanics and Geotechnical Engineering

    • References

    Yu Mao-Hong Wikipedia
    (Text) CC BY-SA


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