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  Ph.D. Projects (2004/2005)  
  Project abstracts can be viewed from the CD-ROM which is enclosed or the SMA website (http://www.sma.nus.edu.sg).  
     
  HPCES Programme IMST Programme MEBCS Programme CS Programme  
     
  HPCES Programme  
     
 
Reduced-Basis Approximation and Application to Fracture and Inverse Problems
     
Student :
Huynh Dinh Bao Phuong
     
Thesis Advisor (Singapore) :
Assoc Prof Liu Gui-Rong
     
Thesis Advisor (MIT) :
Prof Anthony T. Patera
     
 
 

Project Abstract:

Modern engineering analysis requires accurate, reliable and efficient evaluation of outputs of interest. Typical outputs of interest include critical stresses or strains, or measures of temperature are used as ultimate measurements of system performance. These outputs are functions of “input” parameter that serve to describe a particular configuration of the system, typical input geometry, material properties, or boundary condition and loads. In many case, the input-output relationship is usually a functional of the field variable – which is the solution to an input-parametrized partial differential equations (PDE). The reduced-basis approximation, adopting off-line/on-line computational procedures, allows us to compute accurate–and reliable functional outputs of PDE. The operation count for the on-line stage depends only on a small number N and the parametric complexity of the problem, which make the reduced-basis approximation especially suitable for complex analysis such as optimizations and designs.

In this work we focus on the development of finite-element and reduced-basis methodology for the accurate, fast, and reliable prediction of critical stress factors related to failure and crack growth in solids. In particular, stress intensity factors or strain-energy release rate are used to characterize the stress and strain fields at cracks, thus can be used to predict crack growth in elastic bodies. We applied the reduced-basis approximation to fracture mechanic problems to evaluate outputs such as stress intensity factors and the J-integral quantities. With the use of off-line/on-line computational strategy, stress intensity factors for an arbitrary particular problem can be obtained in seconds.

The method opens a new promising prospect: not only the numerical results can be obtained only in seconds with great savings in computational time but also are rigorously and robustly – thanks to the rigorous and sharp a posteriori error bound estimation. Complex analysis such as crack propagation simulation or fatigue estimation can be done in real-time and are certified.

Keywords: reduced-basis approximation, fracture mechanics

 
     
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