• Title/Summary/Keyword: ring-type restrained condition

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Evaluation on Water Vapor Pressure and Restrained Stress of Concrete by Ring-Type Restrained Condition (링형 강관 구속 조건에 의한 콘크리트의 수증기압력과 구속응력 평가)

  • Kim, Do-Yeon;Kim, Gyu-Yong;Lee, Sang-Kyu;Son, Min-Jae;Baek, Jae-Wook;Nam, Jeong-Soo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2018.11a
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    • pp.27-28
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    • 2018
  • In this study, water vapor pressure and restrained stress were evaluated by ring-type restrained condition for compressive strength 60 and 80MPa concrete. Experimental results show that the 80MPa concrete has higher water vapor pressure and restraint stress than the 60MPa concrete, resulting in spalling occurrence. It is because, the higher the compressive strength of the concrete, the more dense the internal structure is formed.

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A Study on the Evaluating Shrinkage Cracking Properties of Concrete by Size of Specimen of Plat-Ring Restrained Test Method (판상-링형 구속시험방법의 시험체 치수에 따른 콘크리트 수축균열 특성 평가에 관한 연구)

  • Choi, Hyeong-Gil;Nam, Jeong-Soo;Na, Chul-Sung;Back, Yong-Kwan;Kim, Gyu-Yong;Kim, Moo-Han
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.11a
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    • pp.581-584
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    • 2008
  • In this study, it is willing to present that fundamental data for proposing quantitatively shrinkage cracking evaluation method such as plat-ring type restrained test method. To examine suitable size of specimen of plat-ring type restrained test method, Evaluated concrete about restrained shrinkage crack properties of numerical analysis of 3D solid element using the MIDAS program, drying shrinkage deformation, restrained shrinkage stress, crack area and crack point with inside ring diameter of specimen in 100mm, 150mm, 200mm and high of Specimen in 30mm, 50mm after curing in condition of constant temperature and usual habit of temperature 20${\pm}$3$^{\circ}$C, humidity 60${\pm}$5%. As a result, it was available about suitable estimation with inside ring diameter of specimen in more than 150mm and high of Specimen in 50mm. Hereafter, it is considered that the study concerning environmental condition and mixing factor in plat-ring type restrained test method is need.

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A Study on the Development of Plat-Ring Restrained Test Method for Evaluating Early Age Shrinkage Crack of Concrete (콘크리트의 초기수축균열 평가를 위한 판상-링형 구속시험방법 개발에 관한 연구)

  • Nam, Jeong-Soo;Park, Yoon-Mi;Kim, Young-Sun;Kim, Young-Duck;Kim, Gyu-Yong;Kim, Moo-Han
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.821-824
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    • 2008
  • In this study, it is willing to present that fundamental data for proposing quantitatively shrinkage cracking evaluation method such as plat-ring type restrained test method. It is possible to decide that specimen diameter is s 150mm with evaluating restrained shrinkage crack properties of concrete according to change of ring diameter in specimen. Also, effectiveness of test method according to mixing of PVA fiber is evaluated as part of a repeatability verification experiment of plat-ring type restrained test method using ring which diameter is 150mm. As a result, it is possible to measure the crack due to the plastic shrinkage which was occurred within 48hours at early age with plat-ring type restrained test method. Hereafter, it is considered that the study concerning environmental condition and mixing factor in plat-ring type restrained test method is need.

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

  • Hwang, Eui-Chul;Kim, Guy-Yong;Lee, Sang-Kyu;Son, Min-Jae;Baek, Jae-Wook;Nam, Jeong-Soo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2018.11a
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    • pp.155-156
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    • 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.

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Evaluation on Vapor Pressure of Ultra-high-strength Concrete by Heating Condition (가열조건에 따른 초고강도 콘크리트의 내부수증기압력 평가)

  • Hwang, Eui-Chul;Kim, Gyu-Yong;Yoon, Min-Ho;Lee, Bo-Kyeong;Seo, Won-woo;Baek, Jae-Uk
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2017.05a
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    • pp.224-225
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    • 2017
  • Ultra-high-strength concrete exposed to high temperature is likely to cause spalling. Spalling is caused by the vapor pressure of the concrete, and the vapor pressure may be different depending on the heating conditions of the concrete. Therefore, in this study, a ring-type restrained specimen was fabricated using ultra-high-strength concrete and the vapor pressure generated in the concrete by heating condition(rapid and slow heating) was evaluated.

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