• 한국지반신소재학회논문집
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• 제4권1호
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• pp.3-6
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• 2005

사면 또는 옹벽 등 토목구조물에 보강용으로 적용되는 지오그리드의 고장은 토목구조물의 형태변형을 유발할 수 있는 과도한 크리프 변형으로 정의할 수 있다. 본 연구에서는 지오그리드의 크리프 변형을 단시간에 시험할 수 있는 SIM(Stepped Isothermal Methods)과 통계적 수명평가기법을 적용하여, Polyester 편포형 지오그리드의 수명을 예측하였다. 그 결과 예측한 75, 100, 114년에서의 크리프 변형율은 각각, 8.74, 8.79, 8.80%이고, CV%는 2.16~2.20%로 매우 반복성 있는 결과를 보여준다. 수명 예측 결과는 $27^{\circ}C$에서 100년 사용 후 지오그리드의 크리프 변형율이 9.3%로 추정되었고, 현장에서 요구되는 수명(100년 사용 후 크리프 변형율 10% 미만)을 만족하는 것을 확인할 수 있었다. 이 연구를 통하여, SIM을 적용할 경우 기존의 시간-온도 중첩원리(Conventional Time-Temperature Superposition)를 적용한 수명평가 방법에 비하여 시료간의 편차를 최소화 시킬 수 있고 또한 99.5%의 시험시간을 단축시킬 수 있어서 매우 효과적인 것으로 판단된다.

• 비파괴검사학회지
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• 제27권5호
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• pp.417-425
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• 2007

보자력 측정을 통하여 페라이트기 9Cr-1Mo-V-Nb 내열강의 크리프-피로변형 동안 미세조직의 변화를 평가하였다. 크리프-피로시험은 $550\;^{\circ}C$에서 각각 인장유지시간을 60초와 600초로 하여 수행 하였다. 보자력은 파단 전까지 감소하였고 경도는 파단 시까지 지속적으로 감소하였다. 크리프-피로 수명소비율이 증가함에 따라서 $M_{23}C_6$ 탄화물은 오스트왈드 성장기구를 따라서 조대화가 나타났지만 MX 탄질화물은 $550\;^{\circ}C$에서 안정하기 때문에 조대화가 나타나지 않았다. 마르텐사이트 래스 폭은 래스경계에서의 전위회복으로 인해 증가하였다. 보자력은 전위, 석출물 그리고 마르텐사이트 래스경계와 같은 미세조직적 특성에 영향을 받게 되며 이를 미세조직변화와 관련하여 이해하였다. 결과적으로, 본 연구는 페라이트기 9Cr-1Mo-V-Nb 내열강의 크리프-피로변형 동안 미세조직의 변화와 손상 정도를 보자력을 통하여 평가하는 것을 제안하였다.

• Steel and Composite Structures
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• 제22권4호
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• pp.875-888
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• 2016

The proper selection of materials for the intended use of the structural member is of particular interest. The paper deals with determining both the mechanical properties at different temperatures and the behavior in tensile creep as well as fatigue testing of tensile stressed specimens made of low alloy 42CrMo4 steel delivered as annealed and cold drawn. This steel is usually used in engineering practice in design of statically and dynamically stressed components. Displayed engineering stress - strain diagrams indicate the mechanical properties, creep curves indicate the material creep behavior while experimental investigations of fatigue may ensure the fatigue limit determination for considered stress ratio. Also, hardness testing provides an insight into material resistance to plastic deformation. Experimentally obtained results regarding material properties were: tensile strength (735 MPa / $20^{\circ}C$, 105 MPa / $680^{\circ}C$), yield strength (593 MPa / $20^{\circ}C$, 76 MPa / $680^{\circ}C$). Fatigue limit in the amount of 532.26 MPa, as maximum stress at stress ratio R = 0.25 at ambient temperature was calculated on the basis of experimentally obtained results. Regarding the creep resistance it is visible that this steel can be treated as creep resistant at high temperatures (including $580^{\circ}C$) when applied stress is of low level (till 0.2 of yield stress).

• 비파괴검사학회지
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• 제19권2호
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• pp.110-117
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• 1999

크리프 손상을 단계적으로 받은 순수 구리 시편에 대하여 손상 진전에 따른 기공의 미시구조 변화를 관찰하고 초음파 속도와 주파수 의존 진폭 스펙트럼 및 감쇠를 측정하였다. 손상 진전에 따른 입계기공의 비등방적 성장으로 인하여 하중축에 대하여 세 방향으로 측정한 속도는 이방성 거동을 보였다. 최대 2%의 기공에 대하여 종파와 횡파는 각각 11%와 4%의 속도 감소를 보였으며, 기공량의 증가와 함께 비선형적인 감소 경향을 보였다. 진폭 스펙트럼은 기공량이 증가함에 따라 고주파수 성분이 감소하고 중심 주파수가 저주파수로 이동하였으며, 감쇠는 사용 주파수 범위에서 거의 선형적인 거동을 보였다. 기공량의 정량적 비파괴평가 파라미터로서 정규화 속도, 진폭 스펙트럼의 중심 주파수, 감쇠 기울기를 선정하였으며 기공량과의 상관관계를 제시하였다.

• The Korean Journal of Ceramics
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• 제5권2호
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• pp.104-109
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• 1999

Rheological properties of dense slurries over 45 volume % with different monosaccharides and disaccharides were checked in order to increase the solid content of dense slurries without sacrificing plasticity using creep testing method. Strain in creep test showed good correlations with Burger model which is expressed as an exponential function of time. Among several monosaccharides and disaccharides studied here, fructose and sucrose were most effective in making dense alumina slurry plastic than other monosaccharides and disaccharides like glucose, galactose, xyloss and maltose. In the case of dense alumina slurry with sucrose, sucrose content or additional water content enhanced to the plasticity of the slurries.

• Geomechanics and Engineering
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• 제28권2호
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• pp.157-169
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• 2022

Preloading of soft clays is a common ground stabilization method for improvement of compressibility and the undrained shear strength. The waiting period under preload is a primary design criterion controlling the degree of improvement obtained. Upon unloading the overconsolidation attained with respect to actual loads defines the long term performance. This paper presents a laboratory study for investigation of creep behavior of Famagusta Bay alluvial soft soil preloaded under various effective stresses for analysis of long term performance based on the degree of overconsolidation. Traditional one-dimensional consolidation tests as well as modified creep tests are performed on reconstituted soft specimens. Compressibility parameters are precisely backcalculated using one dimensional consolidation theory and the coefficient of creep is determined using the traditional Cassagrande method as well as two modified methods based on log cycles of time and the inflection of the creep curve. The test results indicated that the long term creep can be successfully predicted considering the proposed method. The creep coefficients derived as part of this method can also be related to the recompression index (recompression index, swelling index) considering the results of the testing method adopted in this study.

• Steel and Composite Structures
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• 제17권5호
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• pp.549-560
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• 2014

The paper provides the test results and analysis on the behavior of steel 1.7147 at different temperatures. Mechanical uniaxial tests were used to determine mechanical properties, resistance to creep and Charpy impact tests to determine impact energy. Test results are presented in the form of engineering stress-strain diagrams, creep curves as well as numerical data related to impact energy. The results show that the tensile strength has the highest value at room temperature, and the same goes for the yield strength as well as for modulus of elasticity. After room temperature both of mentioned properties decrease with temperature increasing. Some of creep curves were modeled using rheological models and analytical equation. Based on Charpy impact energy an assessment of fracture toughness was made.

• 비파괴검사학회지
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• 제20권1호
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• pp.10-17
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• 2000

화력발전소 보일러의 주증기관, 헤더, 스팀드럼 등과 같은 주요 고온배관설비에서 발생하는 크리프 손상을 측정하는 비파괴적 측정방법에는 레프리카, 전기저항법 및 경도법 둥이 적용되고 있으나, 이들 방법들은 측정절차 및 준비가 복잡할 뿐만 아니라 접근이 가능한 설비표면에만 적용되는 제한점을 가지고 있다. 따라서 본 논문은 이들 종래의 방법을 신뢰성 있고 정량적인 초음파 비파괴평가법으로 보완 및 적용을 위하여, 실제 고온배관의 운전조건을 모의하여 수행한 크리프 인공열화실험 및 이들 크리프손상재에 대한 초음파실험을 통한 주파수분석 연구로서, 크리프손상 상태별 초음파 신호 분류를 위해 초음파신호의 각종 주파수특성을 평가하였다.

• Journal of Mechanical Science and Technology
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• 제16권11호
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• pp.1420-1427
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• 2002

The Monkman-Grant (M-G) and its modified parameters were evaluated for type 316LN and modified 9Cr-Mo stainless steels prepared with minor element variations. Several sets of creep data for the two alloy systems were obtained by constant-load creep tests in 550～650$\^{C}$ temperature range. The M-G parameters, m, m', C, and C' were proposed and discussed for the two alloy systems. The m value of the M-C relation was 0.90 in type 316LN steel and 0.84 in modified 9Cr-Mo steel. The m' value of the modified relation was 0.94 in type 316LN steel and 0.89 in 9Cr-Mo steel. Although creep fracture modes and creep properties between type 316LN and modified 9Cr-Mo steels showed a basic difference, the M-G and its modified relations demonstrated linearity quite well. The m' of modified relation almost overlapped regardless of the creep testing conditions and chemical variations in the two alloy systems, and the parameter m' was closer to unity than that of the M-G relation.

• Journal of the Korean Wood Science and Technology
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• 제48권5호
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• pp.676-684
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• 2020

This study was carried out in order to evaluate the bending creep deflection of glulams and bolted glulams beam-to-beam connection with steel-gusset plates and bolts under changing relative humidity. The two types of glulam beams (130 mm in width, 175 mm in thickness, and 3000 mm in length) used in this study were made from domestic larch and composed of seven layers. The gussets were made of 8-mm-thick steel plates. Creep testing was conducted under constant loads in an uncontrolled environment. The test was carried out in a room that was well ventilated through a window. The creep test specimens were loaded for 33,000 hours. A bending creep test for the glulams was conducted through four-point loading. The applied stresses were 20% and 30% of the MOR in the static bending test for the glulam and bolted glulam, respectively. After 33,000 hours, the creep deflection of the glulam at a 20% stress level increased by 39% to 99%, while the creep deflection of the glulam at a 30% stress level increased by 27% to 67%, as compared with instantaneous elastic deflection. The relative creep increased during autumn and winter, and recovered during spring and summer. The relative creep of the bolted glulams was changed abruptly by loading up to 5,000 hours, but stabilized after 5,000 hours, and then gradually increased until 33,000 hours. The relative creep of the bolted glulam increased 2.11 times on average after 33,000 hours.