Title page for ETD etd-10262005-143542


Type of Document Dissertation
Author Lin, Weiqing
URN etd-10262005-143542
Title Buckling and postbuckling of flat and curved laminated composite panels under thermomechanical loadings incorporating non-classical effects
Degree PhD
Department Engineering Mechanics
Advisory Committee
Advisor Name Title
No Advisors Found
Keywords
  • buckling
  • Postbuckling
  • Compost
  • Transverse shear
Date of Defense 1997-04-05
Availability restricted
Abstract

Two structural models which can be used to predict the buckling, post buckling and vibration behavior of flat and curved composite panels under thermomechanicalloadings are developed in this work. Both models are based on higher-order transverse shear deformation theories of shallow shells that include the effects of geometric nonlinearities and initial geometric imperfections. Within the first model (Model I), the kinematic continuity at the contact surfaces between the contiguous layers and the free shear traction condition on the outer bounding surfaces are satisfied, whereas in the second model (Model II), in addition to these conditions, the static interlaminae continuity requirement is also fulfilled.

Based on the two models, results which cover a variety of problems concerning the postbuckling behaviors of flat and curved composite panels are obtained and displayed. These problems include: i) buckling and postbuckling behavior of flat and curved laminated structures subjected to mechanical and thermal loadings; ii)frequency-load/temperature interaction in laminated structures in both pre-buckling and post buckling range; iii) the influence of a linear/nonlinear elastic foundation on static and dynamic post buckling behavior of flat/curved laminated structures exposed to mechanical and tern perature fields; iv) implication of edge constraints upon the temperature/load carrying capacity and frequencyload/ temperature interaction of flat/curved structures; v) elaboration of a nUITlber of methodologies enabling one to attenuate the intensity of the snap-through buckling and even to suppress it as well as of appropriate ways enabling one to enhance the load/temperature carrying capacity of structures.

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