Structural Engineering and Mechanics

  • 제18권5호
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  • Pages.565-589
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  • 2004
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

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)
  • 투고 : 2003.07.16
  • 심사 : 2004.06.24
  • 발행 : 2004.11.25
⟨ 이전 논문 다음 논문 ⟩

초록

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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참고문헌

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