Structural Engineering and Mechanics

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Non-linear rheology of tension structural element under single and variable loading history Part I: Theoretical derivations

  • Kmet, S. (Faculty of Civil Engineering, Technical University of Kosice)
  • Received : 2003.07.16
  • Accepted : 2004.06.24
  • Published : 2004.11.25
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Abstract

The present paper concerns the macroscopic overall description of rheologic properties for steel wire and synthetic fibre cables under variable loading actions according to non-linear creep and/or relaxation theory. The general constitutive equations of non-linear creep and/or relaxation of tension elements - cables under one-step and the variable stress or strain inputs using the product and two types of additive approximations of the kernel functions are presented in the paper. The derived non-linear constitutive equations describe a non-linear rheologic behaviour of the cables for a variable stress or strain history using the kernel functions determined only by one-step - constant creep or relaxation tests. The developed constitutive equations enable to simulate and to predict in a general way non-linear rheologic behaviour of the cables under an arbitrary loading or straining history. The derived constitutive equations can be used for the various tension structural elements with the non-linear rheologic properties under uniaxial variable stressing or straining.

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References

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