• Title/Summary/Keyword: specimen condition

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A Study of Concrete with Large Quantity of Fly-Ash (플라이애쉬 다량 함유 콘크리트에 관한 실험적 연구)

  • 이동하;공민호;백민수;김성식;이영도;정상진
    • Proceedings of the Korea Concrete Institute Conference
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    • 2001.11a
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    • pp.1219-1224
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    • 2001
  • In this study, concrete what plenty of fly ash used as binder is left in three condition humid condition($35^{\circ}C$), normal condition($20^{\circ}C$) and cold condition($5^{\circ}C$). Fly ash concrete is tested in fresh properties and early strength. The result of tests could give the decisive factor of form side's stripping time. The purpose of this study is presenting the stripping time data to help the construction work. The result of this study is below. 1. The plain concrete specimen in humid condition developed high strength before 5 days, then strength development is declined. 10 day strength of plain specimen is smaller than the normal condition specimen's. 2. The strength of the concrete which plenty of fly ash used is more developed than the concrete in normal condition. It says that fly ash concrete is useful in the humid condition. 3. As fly ash substitution rate is downsizing and outdoor temperature degree is low, form stripping times is getting shorter.

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The Effects of CCT Specimen Geometry and Loading Condition on the J-Integral (CCT시편의 형상과 하중조건이 J 적분에 미치는 영향)

  • 이억섭;김종호
    • Journal of the Korean Society for Precision Engineering
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    • v.20 no.2
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    • pp.154-161
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    • 2003
  • The effects of specimen geometry, and loading conditions on the J-integral fur CCT (center cracked tension) specimens are investigated by using FEM. It is found that the J-integral tends to decrease according to the parallel tensile loading to crack line. Furthermore, it is verified that the compressive parallel loading to crack line is likely to increase the J-integral. A stress ratio of length to width of the center CCT specimen is confirmed to affect the J-integral significantly.

An Experimental Study on the Effect of Capping Type of Cylindrical Concrete Specimen on Compressive Strength (원주형 콘크리트 공시체의 캡핑종류별 압축강도 영향)

  • 이상완;김수만;백승종;김광돈;이평석
    • Proceedings of the Korea Concrete Institute Conference
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    • 2000.10a
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    • pp.167-172
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    • 2000
  • There are a variety of factors affecting measured compressive strength of hardened concrete. One of them is the end surface condition of concrete specimen. So, many capping methods have been developed for the specimen to meet the end condition requirement of ASTM C 39. A series of experimental strength comparison study was carried out using several representative capping methods, including pad capping method which is one of unbonded elastomeric capping system and was newly adopted in the ASTM standard. A comparison was also focused on their economy, convenience, harmfulness, etc.

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An Evaluation of Tensile Characteristics of the Stress Aging Heat-treated SM45C Steel by Acoustic Emissions (음향방출법에 의한 SM45C 응력시효 처리재의 인장특성 평가)

  • Rhee, Zhang-Kyu;Park, Bog-Nam
    • Proceedings of the Safety Management and Science Conference
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    • 2009.04a
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    • pp.413-421
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    • 2009
  • This paper investigates tensile characteristics of the stress aging heat-treated SM45C steel which are aging temperature at $250^{\circ}C$, $300^{\circ}C$, aging time at 1, 3 hours, and applied load at 300, 400N conditions by using acoustic emission. Most suitable aging condition was aging temperature $300^{\circ}C$, aging time 1 hour, and aging applied load 300N. And increased yield load 28.3% than non-treatment specimen in this condition. AE energy in elastic limit increased about 16.7 times than non-treatment specimen. When aging time is 3 hours, yield load decreased than other conditions that possibility is high to have itself defect on inside the specimen or coarse grain size precipitation is different in happened over-aging phenomenon. Especially, in case of $300^{\circ}C$, 3 hours and 400N condition appeared AE energy in elastic limit fairly high about 30 times than non-treatment specimen. This is considered by emit a lot of energies when material causes plastic deformation because the ductility increases on specimen by over-aging phenomenon.

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A Study on the Angle of Localization of a Metal Specimen under Uniaxial Tension with Plane Strain Condition (평면 변형 조건에서 일축 인장력을 받는 금속 재료의 불연속 변위 각에 대한 연구)

  • Park, Jae-Gyun;Kim, Mi-Rim
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.24 no.3
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    • pp.275-281
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    • 2011
  • When a flat bar type metal specimen for general tension test is subject to incremental uniaxial tension, a narrow plastic shear band, so called luders band, is generated at some instance. This band typically has an angle to the axis of specimen and many early researches have been done to investigate the condition and angle of this localized deformation phenomenon by many researchers. This study follows the procedure of Thomas(1961) under plane stress boundary condition. $J_2$ plasticity theory, balance of linear momentum, and constitutive equations are used to derive the angle of luders band under plain strain boundary condition. The result was confirmed by other angle based on acoustic tensor theory.

A Study on the Fatigue Behavior of Spot Weld Specimen as Applied Load Pattern (하중작용방식에 따른 점용접재의 피로거동)

  • 송삼홍;양윤진
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2000.11a
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    • pp.485-488
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    • 2000
  • In this study, the fatigue characteristic of spot weld specimen was studied by using the various specimen. The specimen types were tensile shear specimen welded one spot and two spot, and cross tension. The tensile tests and fatigue tests were executed to know the mechanical properties under static and fatigue load condition. In addition, the relationship was illustrated by finite element method.

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Fabrication of Mechanical Fatigue Flawed Specimen with Notch Processing (노치가공법에 의한 기계적 피로결함 시험편 제조)

  • Hong, Jae-Geun;Park, Ban-Uk
    • 연구논문집
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    • s.32
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    • pp.55-64
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    • 2002
  • Performance demonstration with real flawed specimens has been strongly required for nondestructive evaluation of safety class components in nuclear power plant. Specimen has been designed to produce mechanical fatigue flaw with tension stress and fatigue flaw has been produced to control stress and cycle, for suitable roughness. Notch condition is considered for control of fracture mode. After seal welding for fracture surface, final welding was performed to complete flaw specimen with GTAW(Gas Tungsten Arc welding) and FCAW(Flux Cored Arc Welding). It was demonstrated flaw size of flawed specimen by radiographic. testing and ultrasonic testing.

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The Effect of Environmental Conditions on Carbonation of Concrete (환경조건에 따른 콘크리트의 중성화 특성)

  • 하재담;김태홍;유재상;이종열;정영수;배수호
    • Proceedings of the Korea Concrete Institute Conference
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    • 2002.05a
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    • pp.175-180
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    • 2002
  • Regardless of the carbonation of concrete is one of the importants causes of corrosion of reinforing steel in concrete with the cloride attack and the frost damage, the investigacion about the carbonation of concrete is limited and each investigator experiments under different condition. In this paper, the effect of temperature, relative humidity, concentration of $CO_2$, type of specimen, etc., were investigated according to the accelerated carbonation test. The principal conclusions from this research were as follows: 1) The carbonation of concrete is higher in olden of, under environmental condition(temperature-relative humidity, concentration of $CO_2$, ) of 40-40-10>40-50-10>40-60-5>20-60-5. 2) Under same environmental condition, the carbonation of concrete in $\Phi$10$\times$20cm cylinder specimen is 2-8% higher then 10$\times$10$\times$40cm specimen.

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A Study on the Non Destructive Test by P Type Schmidt Hammer for Early Quality Control of Concrete (콘크리트의 초기강도품질관리를 위한 P형 슈미트햄머법 비파괴시험에 관한 연구)

  • 김기정;신병호;이용성;윤기원;한천구
    • Proceedings of the Korea Concrete Institute Conference
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    • 2002.05a
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    • pp.157-162
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    • 2002
  • This study is intended to present a reference data for effective quality control of concrete through comparing the rebound value of P type schmidt hammer with the compressive strength with variation of mix proportion and curing condition. According to the results, the air-curing specimen shows the higher rebound value than standard specimen except high strength in the whole. Also the vertical stroke shows higher rebound value than horizontal stroke in standard specimen, however, the rebound value of the two does not show prominent difference in air-curing specimen. The estimation equation of compressive strength derived from this experiment estimates the compressive strength more largely than the estimation equation in P type schmidt hammer manual. Therefore it is thought that the new estimation equation that fits our condition will have to be presented.

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A Study on the Evaluative Method of Workability For High Speed Machining (고속가공기의 가공성 평가방법에 관한 연구)

  • Lee, Choon-Man;Ryu, Sung-Pyo;Hwang, Young-Su;Chung, Won-Jee;Jung, Jong-Yun;Ko, Tae-Jo
    • Proceedings of the KSME Conference
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    • 2003.11a
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    • pp.1858-1863
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    • 2003
  • The properties of a machine tool greatly affect machining quality since a machine tool has large variance in its features. Machine tool makers want to find best machining condition with the one that they have built. Machine builders need to develop test specimen since it helps finding characteristics of machine tools when the machining properties of the specimen are analyzed. This paper develops test specimen to identify features of the main spindle, the feeding device, and the frame of a machine tool. The specimen is machined with a high speed machine and the features of the machine are analyzed with test items. They are surface roughness, overshoot in axial movement, errors in circular movement, feeding with small movement, and compensational error. This work can improve usability for a machine tool in machining practice.

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