• Journal of the Korea institute for structural maintenance and inspection
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• v.16 no.4
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• pp.107-115
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• 2012

The present study evaluates the validity of different equations specified in code provisions and proposed by the existing researchers to predict the concrete tensile capacities (direct tensile strength, splitting tensile strength and modulus of rupture) using a comprehensible database including 361 lightweight concrete (LWC), 1,335 normal-weight concrete (NWC) and 221 heavy-weight concrete (HWC) specimens. Most of the equations express the concrete tensile strengths as a function of its compressive strength based on the limited NWC concrete test data. However, the present database shows that the concrete tensile capacities are significantly affected by its unit weight as well. As a result, the inconsistency between experiments and predictions by the different models increases when the concrete unit weight is below 2,100 kg/$m^3$ and concrete compressive strength is above 50 MPa. On the other hand, new models proposed by the present study considering the concrete unit weight predict the tensile strengths of concrete with more accuracy.

• Journal of the Korean Recycled Construction Resources Institute
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• v.8 no.3
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• pp.269-275
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• 2020

In this study, flexural tests of precast concrete panels according to the thickness of cross-sectional and the with or not of reinforcement were carried out in order to develop and assess of a lightweight precast concrete panel using ultra high performance concrete. For the test, four panels were fabricated, and consisted of one normal concrete panel and three ultra high performance concrete panels. As a test result, it was found that the plain precast panel using ultra high performance concrete had a lower flexural performance than the reinforced normal concrete panel, regardless of the cross-sectional size. The flexural performance of the hollow-sectional precast panel applying ultra high performance concrete, is improved by 150% compared to that of the reinforced normal concrete panel. That is, through additional performance verification and optimization of the cross-sectional design of the panel, the ultra high performance concrete precast panel can be made lighter. Also, the practical use of lightweight precast panels with ultra high performance concrete can be available through evaluation on shear, joint connection and anchoring, etc.

• Proceedings of the Materials Research Society of Korea Conference
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• 2009.11a
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• pp.19.2-19.2
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• 2009

금속을 용해 응고시킬 때 생성되는 소위, 주조 결함이나 소결금속 내의 기공은 재료의 성능이나강도를 현저하게 낮추는 결함으로서 예전부터 기피되어 왔다. 또한, 재료공정에있어서도 여하의 기공이나 기포가 없는 치밀한 고강도 및 고기능성 재료를 개발하는 것에 최대한의 주의와 관심을 기울여 왔다. 그렇지만, 우리가 자연계의 천연물이나 인공물을 둘러보면 그 대부분이다공질임을 쉽게 눈치챌 수 있다. 예를 들어 목재, 지엽등의 생물을 시작해서 콘크리트 등의 인공물, 우리 체내의 뼈도 전형적인 다공질구조로 구성되어 있다. 이러한 구조로부터 재료의 재질제어 이외에 구조제어라는 새로운 어프로치를 고려할 수 있고, 최근 들어, 금속재료에 있어서도 이러한 다공질구조에 관한 연구가활성화되어 충격흡수재, 생체재료, 베어링재료 등의 다양한응용이 전개되고 있다. 특히, 원주상의 방향성 기공을 갖는 로터스금속은 기존의 복잡한구조의 다공질금속보다 뛰어난 기계적 성질을 갖는다. 이러한 다공질금속은 일방향응고할 때 생성하는 과포화가스원자를 석출시켜 기공을 일방향으로 성장시킨다. 즉, 융점에서의 고상과 액상의 가스 용해도 차를 이용하는 것으로서 응고시에 고용할 수 없는 가스원자가 기공을 형성한다. 이와같이 제조한 방향성 다공질금속은 BT (인플란트, 생체적합성, 저탄성, 경량), ST (초음속기엔진부품, 경량), IT (고성능수냉모듈), ET(고온촉매, 필터)의 분야로의 응용이 기대된다. 본 강연에서는 방향성 다공질금속의 제조법, 특성 및 응용을 포함하여그 동안의 연구성과 및 앞으로의 과제 등을 소개하고자 한다.

• Proceedings of the Korean Society of Agricultural Engineers Conference
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• 2001.10a
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• pp.189-192
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• 2001

This study is peformed to develop high strength lightweight concrete using synthetic lightweight coarse aggregate. The following conclusions are drawn; The unit weight is in the range of $1,855{\sim}1,883kgf/m^{3}$, which has showed about 75% that of normal cement concrete. The compressive strength is in the range of $240{\times}249kgf/cm^{2}$, the tensile strength is in the range of $30{\sim}33kgf/cm^{2}$ and the bending strength is in the range of $41{\sim}50kgf/cm^{2}$ at the age 7days. The high strength lightweight concrete which is contained fly ash within 10% is showed highest strength.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2007.11a
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• pp.19-22
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• 2007

This study discussed the prevention of the spalling and improvement of the fire resistance performance how to fill up lightweight foamed concrete on high strength RC column attached with the stone panel. The destructive spalling extremely occur caused by sudden high temperature and increased vapor pressure corresponding to falling the ston panel at all RC column, and the steel bar is exposed. The stone panel fall off about 30 minutes and spalling occur about 70 minutes on Plan RC column, fire endurance paint, and fire endurance mortar, so it can be confirmed that fire endurance paint and mortar, which is used as fire endurance material, are not effective. In the other side, it can be protected from fire about $120{\sim}140$ minutes when the lightweight foamed concrete is used as fire endurance material. For the weight loss after the fire test, plain is 33, fire endurance paint is 37%, and fire endurance mortar s 40.7%. And W/B 60%-3 is 53.4%, 60%-1.5 is 40.1%,65%-3 is 39.4%, and 65%-1.5% is 47.1. Overall, the weight loss of the plain is lower than that of the lightweight foamed concrete.

• Journal of the Korean Recycled Construction Resources Institute
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• v.10 no.4
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• pp.411-419
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• 2022

This study conducted acute oral toxicity test and acute dermal toxicity test to evaluate the toxicity of lightweight and high-strength cement composite containing carbon nanotube. It was compared with the toxicity of ordinary concrete that did not contain carbon nanotube. Both lightweight and high-strength cement composite and ordinary concrete were categorized in GHS category 5 as a result of acute oral toxicity test. In addition, no toxic symproms were observed during the acute dermal toxicity test in all specimens, concluding that those were judged to correspond to GHS category 5/unclassified.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2009.04a
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• pp.549-552
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• 2009

본 논문에서는 재료적 성능이 우수하며 경량재료로서 최근 건설구조물에 활용하고자 하는 연구가 활발히 진행되고 있는 섬유보강재료(FRP : Fiber Reinforced Polymer)를 이용한 합성구조인 CFFT(Concrete Filled FRP Tube)의 설계프로그램을 개발하여 제안하고자 하였다. 먼저, CFFT구조는 FRP관에 의해 철근콘크리트가 구속되는 구조로서 기둥과 같이 축력이 도입되는 경우 포아송효과에 의한 변형을 FRP관이 구속효과를 줌으로써 콘크리트의 역학적 거동을 개선하게 되는데 본 연구에서는 실험에 의해 검증된 식을 제시하였으며 이를 바탕으로 CFFT구조를 설계하는 알고리즘을 제안하였다. 또한 CFFT구조는 FRP관의 구속으로 인해 고강도콘크리트와 긴장재의 도입이 가능한 구조로서 이에 대한 설계도 포함하였다. 그러나 이방성재료인 FRP의 설계와 동시에 FRP관에 의한 구속효과를 고려하는 CFFT구조의 설계는 일반 실무설계자들에게는 다소 난해한 작업으로써 전산화 설계프로그램의 필요성이 대두되어 본 연구에서 CFFT구조의 설계프로그램을 개발하였다. 개발된 설계프로그램의 검증을 위해 일반 철근콘크리트기둥, CFFT기둥, 고강도콘크리트와 PS긴장재를 도입한 CFFT기둥을 설계한 결과, 매우 실용적이며 타당한 설계가 수행될 수 있음을 확인하였다.

• Magazine of the Korea Concrete Institute
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• v.9 no.2
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• pp.167-177
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• 1997

In thtx design of ductile moment -1csist1ng frnmcls (DMRFs) f'ollow~ng the. stlong columnweakbeam design philosophy, it is desirable that the joint and column remain essentiallyelastic in order to insure proper energy dissipation and lateral stability of the structure.Thv joint has been identifid as the "weak link: in DMRFs because any stiffness orstrength deterioration in this region can lead to substantial drifts and the possibility ofcollapse due to t'-delta effects. h3oreove1.. the tngintw is faced with the difficult task ofdetailing an element whose size is determined by theframing members, but \vhich mustresist a set of loads very different from those used in the design of the beams and columns.Four 3 -scale beam-column-slab joint assemblies were designed according to existing cod\ulcornerrequirements of' ACI 318-89. representing perimeter joints of DMRFs with reinforced highstrength concrete. The influence on aseismic behavior of beam-column joints due tomonolithic slab, has been investigated.lab, has been investigated.

• Journal of the Korean Recycled Construction Resources Institute
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• v.10 no.1
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• pp.74-79
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• 2022

In this study, the effect of a sudden decrease in internal humidity and a decrease in hydration level due to the tight internal structure of high-strength concrete and cement composites was investigated. To verify the change in the internal Si hydration, waste glass foam beads were used as a lightweight aggregate, and the internal unreacted hydrate reduction and hydrate formation tendency were identified over the mid- to long-term. Waste glass foam beads were mixed with 5, 10, and 20 %, and were used by pre-wetting. As the mixing rate of the waste glass foamed beads increased, the strength showed a tendency to decrease. In addition, when the mixing amount of pre-wetted waste glass foam beads increases inside through XRD analysis, TGA analysis, and Si NMR analysis, it is judged that the hydration degree of internal Si is different because moisture is supplied to the paste.

• Proceedings of the Korea Concrete Institute Conference
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• 1999.10a
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• pp.385-388
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• 1999

This study is to investigate experimentally the shear capacity of high-strength reinforced concrete beams subjected to monotonic loading. Nine reinforced concrete beams using high strength concrete $(f'c=380kg/\textrm{cm}^2)$ are tested to determine their diagonal cracking and ultimate shear capacity. The main variables are shear span-depth ratio a/d=1.5, 2.5, 3.5, and shear reinforcement ratio. All specimens are 170mm wide and have a total depth of 300mm. The test results indicate that ACI 318-95(b) Code for shear capacity gave closest agrement with the exsprimental results. The beams with a shear spear-depth ratio 1.5 and 2.5. ACI 318-95 Code underestimates shear strength carried by vertical shear reinforcements.