• Proceedings of the Korean Fiber Society Conference
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• 1999.04a
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• pp.300-304
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• 1999

A study is strength analysis of a filtering structure for a viscoelastic flowing substance. Conventional segment type filter units comprise an assembly of two or more individual disc segments stacked at their respective hubs on a central common filtrate collection tube within a filter housing. The conventional type's leaf disc is problem that it don't support a high pressure flows. Therefore, this study develope new structure filtering model to stand a high pressure flows.

• Transactions of the Korean Society of Automotive Engineers
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• v.7 no.9
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• pp.119-130
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• 1999

This paper deals buckling behavior of laminated composite cylindrical shells subjected to combination of axial compression and torison. Linear and nonlinear finite element analysis are carried out . the influence of load type, load ratio, fiber orientation angle, stacking sequence, and intial imperfect on buckling behavior is discussed.

• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.183-184
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• 2009

Recently, research is focused on the behavior of ultra high strength fiber reinforced concrete from the high rise building to the span bridge. To verify the characteristics of the behavior of UHSFRC beam, the tension-stiffening model of UHSFRC is adopted as nonlinear analysis.

• Proceedings of the Korea Concrete Institute Conference
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• 1997.10a
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• pp.703-708
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• 1997

In this study, the fatigue tests are performed on simply-supported R/C beams strengthened with steel plate and CFS (Carbon fiber sheet). Analysis results by Weibull distribution are compared with the test data. The unknown Weibull distribution parameters are estimated based on observations recorded in fatigue test. Safety factors for the number of cycles and the stress level are obtained. S-N-P curves are also generated from these testes and probabilities of failure.

• Proceedings of the Korea Concrete Institute Conference
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• 2005.05a
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• pp.427-430
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• 2005

The study for seismic characteristics of square concrete-filled steel tubular (CFT) columns is analytically conducted. For predicting the strength and ductility of CFT columns, fiber analysis technique is used. The analytical results show reasonable agreement with experiment results. The influence of the steel tube on the lateral response of CFT columns is studied for the evaluation of seismic performance.

• Proceedings of the Korean Fiber Society Conference
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• 1996.04a
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• pp.64-68
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• 1996

PP-EVOH(poly(vinyl alchol-co-ethylene)) blends were prepared by the mixing of polypropylene and poly(vinyl alcohol-co-ethylene) containing 38mol% of ethylene units (EVOH38) at melt state above PP melting temperature. The materials were characterized by using dynamic mechanical thermal analysis (DMTA), differential scanning calorimetry (DSC), thermogravimetric analysis (TGA), and contact angle measurement to detemine the glass transition, meltin, decomposition temperatures, and wettability respectively. From the results, PP-EVOH(poly(vinyl alcohol-co-ethylene)) blends exgibits partial miscibility.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2008.11a
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• pp.537-538
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• 2008

• Proceedings of the Korean Fiber Society Conference
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• 1989.06a
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• pp.58-58
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• 1989

• Proceedings of the Korean Fiber Society Conference
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• 1989.06a
• /
• pp.61-61
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• 1989

• Proceedings of the Korean Fiber Society Conference
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• 2007.11a
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• pp.249-250
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• 2007

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