DOI QR코드

DOI QR Code

Damage assessment of linear structures by a static approach, II: Numerical simulation studies

  • Tseng, Shih-Shong (Department of Civil Engineering, National Kaohsiung Institute of Technology)
  • Published : 2000.02.25

Abstract

To confirm the theory and static defect energy (SDE) equations proposed in the first part, extensive numerical simulation studies are performed in this portion. Stiffness method is applied to calculate the components of the stresses and strains from which the energy components and finally, the SDE are obtained. Examples are designed to cover almost all kinds of possibilities. Variables include structural type, material, cross-section, support constraint, loading type, magnitude and position. The SDE diagram is unique in the way of presenting damage information: two different energy constants are separated by a sharp vertical drop right at the damage location. Simulation results are successfully implemented for both methods in all the cases.

Keywords

References

  1. Banan, M.R. and Hjelmstad, K.D. (1994), "Parameter estimation of structures from static responses, I: Computational aspects", ASCE J. Stru. Eng., 120(11), 3243-3258. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:11(3243)
  2. Banan, M.R. and Hjelmstad, K.D., "Parameter estimation of structures from static responses, II: Numerical simulation studies", ASCE J. Stru. Eng., 120(11), 3259-3283. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:11(3259)
  3. Christides, S. and Barr, A.D.S. (1984), "One-dimensional theory of cracked Bernaulli-Euler beams", Int. J. Mech. Sci., 26(11/12), 639-648. https://doi.org/10.1016/0020-7403(84)90017-1
  4. Christides, S. and Barr, A.D.S. (1986), "Torsional vibration of cracked beam of non-circular cross section", Int. J. Mech. Sci., 28(7), 473-490. https://doi.org/10.1016/0020-7403(86)90067-6
  5. Gudmundson, P. (1982), "Eigenfrequency changes of structures due to crack, notches or other geometrical changes", J. Mech. and Physics of Solids, 30(5), 339-352. https://doi.org/10.1016/0022-5096(82)90004-7
  6. Gudmundson, P. (1983), "The dynamic behavior of slender structures with cross section cracks", J. Mech. and Physics of Solids, 31(4), 329-345. https://doi.org/10.1016/0022-5096(83)90003-0
  7. Hajela, P. and Soeiro, F.J. (1990), "Structural damage detection based on static and modal analysis", AIAA J., 28(6), 1110-1115. https://doi.org/10.2514/3.25174
  8. Sanayei, M. and Onipede, O. (1991), "Damage assessment of structures using static test data", AIAA J., 29(7), 1174-1179. https://doi.org/10.2514/3.10720

Cited by

  1. Detection of a concentrated damage in a parabolic arch by measured static displacements vol.39, pp.6, 2000, https://doi.org/10.12989/sem.2011.39.6.751