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2005 Graduate Catalog and 2004 Annual R & D Report - Sirindhorn ...

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<strong>2005</strong> <strong>Graduate</strong> <strong>Catalog</strong> <strong>and</strong> <strong>2004</strong> <strong>Annual</strong> R & D <strong>Report</strong><br />

<strong>Sirindhorn</strong> International Institute of Technology (SIIT)<br />

Modeling of Stochastic Dynamical Systems<br />

Several phenomena can be modeled by dynamical<br />

systems, for examples mechanical systems subjected<br />

to dynamic loads, financial systems, etc. The<br />

modeling of dynamical systems that include<br />

uncertainty will be the core of this research.<br />

Dr. Pruettha Nanakorn<br />

Associate Professor<br />

B.Eng. (1 st Class Honors) in Civil Engineering, Chulalongkorn University, Thail<strong>and</strong><br />

M.Eng. in Structural Engineering, Asian Institute of Technology (AIT), Thail<strong>and</strong><br />

D.Eng. in Civil Engineering, The University of Tokyo, Japan<br />

Areas of Specialization: Fracture mechanics; Computational mechanics; Finite element analysis;<br />

Meshless methods; Structural optimization.<br />

Research Interests:<br />

Analysis of Cohesive Crack Growth by the<br />

Element-free Galerkin Method<br />

In this research, the Element-Free Galerkin (EFG)<br />

method is extended to include nonlinear behavior of<br />

cohesive cracks in 2D domains. A cohesive curved<br />

crack is modeled by using several straight-line<br />

interface elements connected to form the crack. The<br />

constitutive law of cohesive cracks is considered<br />

through the use of these interface elements. The<br />

stiffness equation of the domain is constructed by<br />

directly including, in the weak form of the global<br />

system equation, a term related to the energy<br />

dissipation along the interface elements. Using the<br />

interface elements in conjunction with the EFG<br />

method allows crack propagation to be traced easily<br />

<strong>and</strong> without any constraint on its direction.<br />

Structural Design Optimization by Genetic<br />

Algorithms<br />

When designing structures, engineers have to<br />

consider not only the load-carrying capacity of the<br />

structures but also the cost to construct them.<br />

Designs that use smaller amounts of materials are<br />

preferable, given that the construction methods do not<br />

become impractical or too expensive. To achieve this<br />

goal, many optimization techniques have been<br />

employed in structural design, each of which has<br />

strong <strong>and</strong> weak points. Important characteristics of<br />

the structural design optimization problems are 1) the<br />

solution we seek is the global optimal solution, 2) the<br />

design variables are discrete. These two major<br />

characteristics suggest that Genetic Algorithms could<br />

be good choices. In this study, an appropriate<br />

optimization technique for structural design based on<br />

the Genetic Algorithms will be proposed.<br />

Dr. Somnuk Tangtermsirikul<br />

Professor<br />

B.Eng. (Honors) in Civil Engineering, Chulalongkorn University, Thail<strong>and</strong><br />

M.Eng. & D.Eng. in Civil Engineering, University of Tokyo, Japan<br />

Areas of Specialization: Modeling of concrete behavior; Durability of concrete; Special concrete; Use of<br />

wastes <strong>and</strong> recycled materials in cement <strong>and</strong> concrete; Repair <strong>and</strong> maintenance of concrete structures.<br />

Research Interests:<br />

Performance Based Analysis <strong>and</strong> Design of<br />

Concrete Mix Proportions<br />

Simulation models for predicting time <strong>and</strong><br />

environment dependent properties of concrete are<br />

studied. At present, the studied properties are<br />

workability, bleeding, strength, thermal cracking,<br />

shrinkage, carbonation, chloride induced corrosion<br />

<strong>and</strong> sulfate resistance. Computer software is being<br />

developed for analysis <strong>and</strong> design purposes to obtain<br />

mix proportions of concrete with the required initial<br />

<strong>and</strong> long-term performances.<br />

Use of Wastes <strong>and</strong> By-Products in Concrete<br />

Studies on the properties of concrete with various<br />

wastes <strong>and</strong> by-product materials are conducted. The<br />

materials are: fly ash, bottom ash, limestone powder,<br />

lime ash, etc. Building a country database of these<br />

<strong>and</strong> the optimum methods for using the materials are<br />

the aims of this project.<br />

Self-Compacting Concrete <strong>and</strong> No-Slump<br />

Concrete<br />

The study is aimed at developing a low-cost Self-<br />

Compacting Concrete by using proper types of<br />

powder materials. Models for predicting slump flow,<br />

flow velocity, segregation <strong>and</strong> blocking risk of Self-<br />

Compacting Concrete are being established. Noslump<br />

concrete is also studied under various curing<br />

temperatures with the target on early-age strength.<br />

Computer programs will be developed for mix design<br />

of both types of concrete.<br />

Maintenance of Concrete Structures<br />

Inspection of existing concrete structures in Bangkok<br />

are being conducted with the aim to develop a proper<br />

maintenance program for Bangkok city.<br />

17

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