• Journal of the Korean Wood Science and Technology
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• v.14 no.1
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• pp.45-54
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• 1986

A study was conducted to determine the physical properties related to drying characteristics, the seasonal air drying curves and the kiln drying schedule for taun lumber imported and utilized. This kiln drying schedule was found by oven drying and developed by pilot testing of green lumber and partially air dried lumber. The results of this study were as follows; 1. Average green specific gravity and standard deviation of heartwood lumber were 0.60${\pm}$0.03 and those of sapwood lumber were 0.64${\pm}$0.02. 2. Radial shrinkage from green to air dry and from green to oven dry were 3.05 percent and 5.96 percent respectively, and tangential shrinkage from green to air dry and to oven dry were 5.49 percent and 8.74 percent respectively. 3. Drying time for 25mm thick green lumber (50 percent moisture content) air dried to 30 percent moisture content were 14 days in springtime. 6 days in summertime, and 12 days in autumntime, whereas for 50mm thick lumber in 36 days in springtime, 18 days in summertime, 38 days in autumntime. 4. Kiln drying schedules developed by oven drying were T8-B3 for 25mm thick lumber and T5-B2 for 50mm thick lumber. 5. Kiln drying curves of green 25mm and 50mm thick lumber were similar to those of partially air dried lumber from the level of 30 percent average moisture content. Green 25mm thick lumber (55.7 percent moisture content) was dried to 9.3 percent moisture content in 101.5 hours and green 50mm thick lumber (65.6 percent moisture content) was dried to 11.5 percent moisture content in 526 hours. 6. End checking for green 25mm thick lumber occured in 49.6 percent moisture content and reached maximum amount in 27.6 percent moisture content and closed in 15.8 percent moisture content. 7. End checking for green 50mm thick lumber and partially air dried lumber developed and reached maximum amount earlier then for 25mm thick lumber. 8. Final moisture content of surface layer for 50mm thick lumber was one half of that of core, and moisture content equalized in the lumber after nine days of room conditioning. 9. Casehardening for 50mm thick lumber was slight and was conditioned after nine days of room stroage. 10. Drying defects, such as end checking and surface checking, were not observed and the quality of dry lumber was first.

• Proceedings of the Korea Concrete Institute Conference
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• 1999.10a
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• pp.119-122
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• 1999

In this paper, the properties of concrete used recycled aggregate are analyzed. The specimens are manufactured for the compressive strength of 210㎏/㎠ with recycled aggaregate ratio of 0%, 20%, 40%, 60%, 80%, 100%, respectivey. At curing 28days, compressive strength, tensile strength, flexural strength, dry-shrinkage, static modulus of elasticity and poission's ratio have been tested according to replacement ratio of recycled aggregate.

• Proceedings of the Korea Concrete Institute Conference
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• 2001.05a
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• pp.221-224
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• 2001

In this paper, the properties of concrete using recycled fine aggregate are anlyzed. Five different contents. 0%, 40%, 60%, 80% and 100% of recycled concrete were used for this study. At curing 280days, compressive strength, dry-shrinkage, static modulus of elasticity and poission's ratio have been tested according to replacement ratio of recycled fine aggregates.

• Proceedings of the Korean Fiber Society Conference
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• 2002.04a
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• pp.167-170
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• 2002

일반적으로 합섬filament絲를 이용하여 제품을 제조 할 때 많은 부가공정들을 거치게 되며, 이들 각 공정과 공정 사이에는 항상 열과 장력을 받게 된다. 전보$^{ 1).2)}$ 에서 설명 된 것과 같이 이들 열과 장력은 각각의 공정에서뿐만 아니라 후공정에서의 제품의 품질에도 영향을 미친다. 이러한 요인으로 인한 제품의 불량은 상품가치저하뿐만 아니라 cost 상승, 수출 경쟁력 저하등에 까지 영향을 미치므로 일선 산업라인에서는 심각한 사항이 아닐 수 없다. (중략)

• Proceedings of the Korean Fiber Society Conference
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• 2002.04a
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• pp.388-391
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• 2002

의류용 소재의 다양화와 소재의 복합화에 따라 최근 여러 가지의 합성섬유 관련소재가 선을 보이고 있다. 그 중 double covering two way 이질 복합사 제품은 high touch 및 fashion 용 차별용도의 최적소재를 도출하여 기존의 제품과는 차별화 할 수 있다는 점과, 기존 제품과는 그 물성이 전혀 다른 새로운 소재의 제품을 생산함에 따라 품질 고급화에 크게 기여할 수 있다는 점에서 그 중요성을 가지고 있다. (중략)

• Proceedings of the Korea Concrete Institute Conference
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• 2003.05a
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• pp.31-34
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• 2003

This study performed to develope the concrete using artificial lightweight aggregate(LWA) which contains stabilized heavy metal from EAF -dust. L W A is very effective to stabilize the heavy metal EAF-dust satisfied the general physical properties of aggregate except a absorptivity. The thermal conductivity and the dry shrinkage of LWAC were excellent compared with plain concrete and the strength was little fallen to.

• Proceedings of the Korean Fiber Society Conference
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• 2001.10a
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• pp.143-146
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• 2001

최근 합섬소재가 다양하게 전개가 되면서 소재의 복합화가 이루어지고 있다. 이들 다양한 소재들은 가공된 직물이 만들어지기까지 여러 단계의 공정을 거치면서 공정에서 부가되는 장력과 열을 받게 된다. 이들 공정에서 받는 장력과 열처리는 소재의 물성에 큰 변화를 주게되며 최종 가공된 직물의 품질에 큰 영향을 미친다. (중략)

• Proceedings of the Korea Concrete Institute Conference
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• 2003.11a
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• pp.425-428
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• 2003

This study deals with the mechanical properties of polymethyl methacrylate(PMMA) mortars without crosslinking agent. Waste expanded polystyrene(EPS) is used as a multifunctional admixture such as a thickener, a extender, a shrinkage reducing agent, a assistant to polymerization. PMMA mortars are prepared with various EPS contents of binder and subjected to a dry and a dry/heat combined curing, and tested for working life, flexural and compressive strengths. From the test results, the working life of PMMA mortars without crosslinking agent is shortened with raising EPS content of binder. The flexural and compressive strengths of the PMMA Mortars are decreased somewhat with increase in the EPS content. PMMA mortars with good mechanical properties could be manufactured without any crosslinking agent and their properties would be controled by adjusting EPS content of binder.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2020.06a
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• pp.146-147
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• 2020

In this study, creep deformation characteristics of high strength concrete under dry curing conditions were investigated. It was confirmed that the creep coefficient decreases as the compressive strength of concrete increases. In addition, a modified proposal for calculating the ultimate creep factor of the ACI 209 model can be derived using the measured values.

• Journal of the Korea Concrete Institute
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• v.18 no.2 s.92
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• pp.227-232
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• 2006

This article presents the results of experimental study that investigates the effect of filler and shrinkage reducing agent influencing on the strength properties of MMA-modified polymer paste that was produced to develop the surface-repair and coating materials of the concrete structures. Results show that the flexural and compressive strengths of the polymer paste increased 29 and 27%, respectively, when the aluminum hydroxide completely replaced the calcium carbonate as the filler Furthermore, when the shrinkage reducing agent was used 30%, both strengths decreased about 29% comparing to when the agent was not used. As in the cases of flexural and compressive strengths, the adhesive strength increased as the content of aluminum hydroxide as the filler increased, and it decreased as the content of shrinkage reducing agent increased. The adhesive strength with a dry concrete substrate turned out to be $30{\sim}40%$ higher than that with a wet concrete substrate.