刘协权, 倪新华, 刘云庭. 非线弹性平面杆系的应力应变分析[J]. 力学与实践, 1999, 21(3): 21-23. DOI: 10.6052/1000-0879-1999-096
引用本文: 刘协权, 倪新华, 刘云庭. 非线弹性平面杆系的应力应变分析[J]. 力学与实践, 1999, 21(3): 21-23. DOI: 10.6052/1000-0879-1999-096
STRESS-STRAIN ANALYSIS OF NONLINEARLY ELASTIC STRVCTURE OF BARS[J]. MECHANICS IN ENGINEERING, 1999, 21(3): 21-23. DOI: 10.6052/1000-0879-1999-096
Citation: STRESS-STRAIN ANALYSIS OF NONLINEARLY ELASTIC STRVCTURE OF BARS[J]. MECHANICS IN ENGINEERING, 1999, 21(3): 21-23. DOI: 10.6052/1000-0879-1999-096

非线弹性平面杆系的应力应变分析

STRESS-STRAIN ANALYSIS OF NONLINEARLY ELASTIC STRVCTURE OF BARS

  • 摘要: 以指数函数近似表示非线弹性材料的应力-应交关系,推导出了非线弹性材料平面杆系结构应力应变计算的普遍表达式,编制了通用程序,使这一类问题有了一个通用的解题方法.

     

    Abstract: it is a complex structure of bars thatall bars are arbitrarily pinned to a rigid body andother structures of bars can be considered as its special cases. In the structure, tensile bars are usually made from a nonlinearly elastic high-strengthmaterial. The exponential function is used to approximately represent the stress-strain curve of thenonlinearly elastic material. The universal expression of the stress-strain calculation in the nonlinearly elastic structures of bars has beed derived andthe general prog...

     

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