• 제목/요약/키워드: Spalling

검색결과 473건 처리시간 0.023초

복합섬유를 혼입한 초고강도 콘크리트의 폭렬 특성 평가 (Evaluation on Spalling Properties of Ultra High Strength Concrete with Combined Fiber)

  • 손명학;김규용;민충식;이태규;구경모;윤용상
    • 한국건축시공학회:학술대회논문집
    • /
    • 한국건축시공학회 2011년도 추계 학술논문 발표대회
    • /
    • pp.209-210
    • /
    • 2011
  • This study is aimed to draw a optimum combined fiber mix condition to improve spalling resistance and flowability of ultra high-strength concrete. As a result, W/B 12.5% concrete specimens were prevented spalling with PE0.05+ PP0.1, PE0.05+NY0.1 and W/B 12.5% concrete specimens were prevented spalling with all of combined organic fiber mix condition. But There is no significant influence of steel fiber under 5% volume ratios to prevent spalling. In the scope of this study, we suggest that condition of optimum volume ratio PE0.05+NY0.1 is to improve spalling resistance, flowability and residual compressive strength.

  • PDF

가열조건에 따른 링형 구속 콘크리트의 폭렬특성 (Spalling Properties of Ring-Type Restrained Concrete by Heating Conditions)

  • 황의철;김규용;이상규;손민재;백재욱;남정수
    • 한국건축시공학회:학술대회논문집
    • /
    • 한국건축시공학회 2018년도 추계 학술논문 발표대회
    • /
    • pp.155-156
    • /
    • 2018
  • In this study, surface spalling and explosive spalling of ring-type ultra-high strength concrete under rapid heating and slow heating were investigated. In rapid heating, the internal temperature difference of the concrete is large, so that continuous surface spalling occurs. However, in slow heating, the difference in the internal temperature of the concrete is small, resulting in explosive spalling at a time. Since the heating condition has a great influence on the internal temperature of the concrete, it is necessary to consider the spalling of the concrete under various heating conditions.

  • PDF

초고강도 콘크리트의 섬유혼입률에 따른 폭렬특성에 관한 실험적 연구 (An Experimental Study on the Spalling Properties of Ultra High Strength Concrete with PP Fiber)

  • 이태규
    • 한국안전학회지
    • /
    • 제26권4호
    • /
    • pp.65-68
    • /
    • 2011
  • High strength concrete(HSC) has been mainly used in large SOC structures. HSC have superior property as well as improvement in durability compared with normal strength concrete. In spite of durability of HSC, explosive spalling in concrete front surface near the source of fire occurs serious problem in structural safety. It is reported that spalling is caused by the vapor pressure under fire and polypropylene(PP) fiber has an important role in protecting from spalling. The spalling properties of ultra high strength concrete specimens with various contents of PP fiber were investigated in this study. In results, the content of PP fiber for spalling protection increases over 0.2 vol.% as the concrete strength increases to 120 MPa.

폭렬에 기인한 2면 내화가열실험에 관한 연구 (A Study on the fire resistance for explosive spalling according to two side)

  • 이규민;강승구;김동준;이재영;原田和典;권영진
    • 한국건축시공학회:학술대회논문집
    • /
    • 한국건축시공학회 2013년도 춘계 학술논문 발표대회
    • /
    • pp.323-325
    • /
    • 2013
  • This study on the proposes a spalling mechanism based on the results of a fire resistance test of HSC(High Strength Concrete) considering important factors of spalling occurrence. The factors considered in this two-sided are fire resistance test to ISO 834 fire curve. In this study, explosive spalling phenomena in the specimens were investigation.

  • PDF

Numerical analysis of spalling of concrete cover at high temperature

  • Ozbolt, Josko;Periskic, Goran;Reinhardt, Hans-Wolf;Eligehausen, Rolf
    • Computers and Concrete
    • /
    • 제5권4호
    • /
    • pp.279-293
    • /
    • 2008
  • In the present paper a 3D thermo-hygro-mechanical model for concrete is used to study explosive spalling of concrete cover at high temperature. For a given boundary conditions the distribution of moisture, pore pressure, temperature, stresses and strains are calculated by employing a three-dimensional transient finite element analysis. The used thermo-hygro-mechanical model accounts for the interaction between hygral and thermal properties of concrete. Moreover, these properties are coupled with the mechanical properties of concrete, i.e., it is assumed that the mechanical properties (damage) have an effect on distribution of moisture (pore pressure) and temperature. Stresses in concrete are calculated by employing temperature dependent microplane model. To study explosive spalling of concrete cover, a 3D finite element analysis of a concrete slab, which was locally exposed to high temperature, is performed. It is shown that relatively high pore pressure in concrete can cause explosive spalling. The numerical results indicate that the governing parameter that controls spalling is permeability of concrete. It is also shown that possible buckling of a concrete layer in the spalling zone increases the risk for explosive spalling.

고온에 노출된 고강도 콘크리트 기둥의 폭렬해석 (Spalling Analysis of High-Strength Reinforced Concrete Columns under High Temperature)

  • 신성우;유석형
    • 한국구조물진단유지관리공학회 논문집
    • /
    • 제11권6호
    • /
    • pp.193-200
    • /
    • 2007
  • 고온을 받는 고강도 콘크리트의 폭렬현상을 해석하기 위하여 온도해석, 열응력해석 및 수분이동 해석과 더불어 콘크리트 피복의 박리여부까지 고려하여야 하는 매우 복잡하고 어려운 해석과정이 요구되나 아직 이에 대한 연구가 거의 없는 실정이다. 본 연구에서는 수증기 압력을 온도와 피복두께의 함수로서 정의하고 또한 적합조건을 이용함으로써 피복콘크리트의 박리여부를 예측할 수 있는 실용적인 폭렬해석 알고리즘을 개발하였다. 폭렬해석결과 콘크리트 강도가 증가 할수록 PP섬유량이 적을수록 폭렬현상이 심하게 발생하였으며, 이는 기존의 실험결과와 유사한 경향을 나타내어 향후 고강도 콘크리트 내화설계를 위한 폭렬해석 시 유용하게 활용될 수 있을 것으로 기대된다.

시멘트 입도, 혼화재 종류 및 PP섬유 혼입률 변화에 따른 고성능 콘크리트의 폭렬특성 (Spalling Properties of High Performance Concrete Designed with the Various Blaine of Cement, Mineral Admixture Types and Fiber Contents)

  • 송용원;신재경;이재삼;한창평;양성환;한천구
    • 한국건축시공학회:학술대회논문집
    • /
    • 한국건축시공학회 2006년도 추계 학술논문 발표대회 논문집
    • /
    • pp.103-106
    • /
    • 2006
  • This study investigates spalling properties of 60MPa class, high performance concrete, made with the various influential parameters, such as, blaine of cement, mineral admixture and polypropylene(PP) fiber contents. Totally 21 parameters of ${\phi}100{\times}200mm$ in size was fabricated; three specimens for variance in blaine of cement, 4 specimens for combination of mineral admixture type, along with 0.05, 0.1, 0.15% of fiber adding ratio. After that, one hour unloading fire test was conducted, and then spalling appearance and spalling degree of specimens was examined. Test showed that a specimen made with high blaine of cement(H) improved early strength but exhibited similar value to a specimen made with low blaine(L) at the age of 28 days, thus indicating comparable spalling appearance. In conclusion, spalling easily occur in higher strength and smaller particle shape of cement and mineral admixture.

  • PDF

Effect of silica fume content in concrete blocks on laser-induced explosive spalling behavior

  • Seong Y. Oh;Gwon Lim;Sungmo Nam;Byung-Seon Choi;Taek Soo Kim;Hyunmin Park
    • Nuclear Engineering and Technology
    • /
    • 제55권6호
    • /
    • pp.1988-1993
    • /
    • 2023
  • This experimental study investigated the effect of silica fume mixed in concrete blocks on laser-induced explosion behavior. We used a 5.3 kW fiber laser as a thermal source to induce explosive spalling on a concrete surface blended with and without silica fume. An analytical approach based on the difference in the removal rate and thermal behavior was used to determine the effect of silica fume on laser-induced explosive spalling. A scanner was employed to calculate the laser-scabbled volume of the concrete surface to derive the removal rate. The removal rate of the concrete mixed with silica fume was higher than that of without silica fume. Thermal images acquired during scabbling were used to qualitatively analyze the thermal response of laser-induced explosive spalling on the concrete surface. At the early stage of laser heating, an uneven spatial distribution of surface temperature appeared on the concrete blended with silica fume because of frequent explosive spalling within a small area. By contrast, the spalling frequency was relatively lower in laser-heated concrete without silica fume. Furthermore, we observed that a larger area was removed via a single explosive spalling event owing to its high porosity.

화재시 고강도 콘크리트의 폭열현상에 관한 고찰 (A Review on Spalling Phenomenon of High Strength Concrete during a Fire Accident)

  • 김형두
    • 한국화재소방학회논문지
    • /
    • 제20권2호
    • /
    • pp.80-86
    • /
    • 2006
  • 본 고찰은 화재시 고강도 콘크리트의 주요 이슈 중의 하나인 폭열 현상에 초점을 맞추어 폭열의 정의, 분류 및 각각의 특징, 발생원인과 그 반응기구에 대하여 선행연구를 중심으로 분석하였다. 폭열은 급격한 온도 상승, 높은 수분 함유량, 낮은 물시멘트비(W/C), 콘크리트 내에 국부적인 높은 응력 발생 등과 같은 요인이 복합적으로 작용하여 발생한다. 이러한 요인을 토대로 폭열을 방지하기 위한 방법으로 크게 콘크리트의 온도 상승을 억제하는 방법, 콘크리트의 비산을 억제하는 방법, 그리고 빠르게 내부 수분을 건조시키는 방법 등을 들 수 있다. 본 고찰에서는 이러한 방법 가운데 가장 효율적인 폭열 방지 방안으로서 콘크리트 내부의 수분을 빠르게 건조시킴으로써 폭열에 이르게 하는 함수율 이하로 낮추어서 콘크리트 자체의 내폭열성을 높이는 방안을 고찰하였다. 실제 강제건조를 통해 함수율을 어떤 임계치(critical value) 이하로 낮추게 되면 폭열을 방지할 수 있으며 이를 위해서는 수동적인 자연건조 외에 강제건조 등으로 함수율을 낮출 필요가 있을 것이다. 이러한 임계치 결정을 위해 추가적인 많은 실험 및 자료가 도출되어야 할 것이다.

콘크리트 폭렬발생 메카니즘에 관한 이론적 고찰 (An Theoretical study on Spalling Mechanism of Concrete)

  • 김형준;김흥열;김경옥
    • 한국화재소방학회:학술대회논문집
    • /
    • 한국화재소방학회 2008년도 추계학술논문발표회 논문집
    • /
    • pp.422-427
    • /
    • 2008
  • The major cause of Concrete Spalling at high temperatures can be divided into the Vapor Pressure Rising, caused by the increase in free water temperature within the concrete, and Pore Pressure Rising induced by the vapor moving into dense pores within the concrete. Although the occurrence of spalling within concrete caused by these pressure increases can be assessed experimentally, a close examination into Mechanistic influence against various spalling factors shall be carried out first by using Mathematical Modeling and Theoretical Equations. The Spalling Prospect Process by theoretical mechanism is expedited in order of the following; selection of heating condition (fire strength and flame heating direction), a selection of constituent elements, an analysis of heat transmission, an analysis of moisture movement, distribution of water content, an analysis of pore/vapor pressure, and assessment of spalling occurrence.

  • PDF