Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/15001
Title: Crack detection and repair of beams
Authors: THIDA KYAW
Keywords: Damage detection; Difference in deflection; Boundary conditions; Repaired technique; Discontinuity of slope; Equivalent rotational spring
Issue Date: 8-Sep-2005
Source: THIDA KYAW (2005-09-08). Crack detection and repair of beams. ScholarBank@NUS Repository.
Abstract: AbstractThis thesis discusses a structural damage detection techniques based on analytical method of difference in deflection of healthy and damaged beams. Damage detection for one cracked beams with various boundary conditions and that for two cracks beam with simply supported case are studied. Moreover, two methods for the repaired technique for the damaged beams are also presented. Firstly, the analytical method for cracked Euler-Bernoulli beam and Timoshenko beam using a piezoelectric patch which is used to repair the discontinuity of slope at the crack section is demonstrated. Second, a finite element study of the effectiveness of carrying out repair is discussed. The FE study models using two concentrated moments of same magnitude and opposite directions applied on either sides of the crack. For all cases, the crack is modeled as an equivalent rotational spring.
URI: http://scholarbank.nus.edu.sg/handle/10635/15001
Appears in Collections:Master's Theses (Open)

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