• 보존과학회지
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• 제30권3호
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• pp.287-298
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• 2014

이 연구에서는 무령왕릉에 사용된 전돌의 재료 특성에 관하여 고찰하였다. 압축 강도, 열전도도, 흡수율 등의 재료 특성은 비파괴 실험으로 측정하였다. 그 중에서 무령왕릉 전돌의 압축강도는 초음파 측정법과 흡수율을 이용하여 추정하였다. 실험 결과, 초음파 속도를 이용한 압축강도는 표면이 고르지 못하고 두께 편차가 큰 문화재 시편 특성상 표준편차가 크게 나타났다. 그러나 흡수율을 적용한 압축강도 값 (28.69 MPa ~ 33.19 MPa)은 일반 콘크리트의 압축강도 수준으로 편차가 낮게 나타났다. 따라서 초음파 속도를 이용하는 방법보다 흡수율을 이용하는 방법이 무령왕릉 전돌의 압축강도 예측법으로 보다 적합한 것으로 판단된다. 무령왕릉 전돌의 열전도도는 시료의 표면상태와 두께에 영향을 받지 않는 Mathis TCi를 이용하여 측정하였으며, 평균 1.58 W/mK로 흙에 근접한 값을 지닌다. 무령왕릉 전돌의 흡수율과 수분 잔류율은 각각 1.6 % ~ 15 %, 0 % ~ 0.7 %의 범위를 나타냈다.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 1995년도 추계학술대회 논문집
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• pp.773-777
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• 1995

This thesis attempt to explore the shape of stress wave propagation of 3-dimensional stress field which is made in the process of time increment. A finite element code about 3-dimensional stress wave propagation is developed for investigating the changing shape of the fracture by the impact load. The Finite Element Code, which is the solution for the 3-dimensional stress wave analysis, based on Galerkins and Newmark- .betha. method at time increment step. The tensile stress and compressive stress become larger with the order of the middle, the upper and the opposite layers when the impact load is applied. In a while the shear stress become larger according to the order of the upper, the middle and the opposite layers when impact load applied.

• Structural Engineering and Mechanics
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• 제87권2호
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• pp.107-116
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• 2023

The three-dimensional Hashin criterion and user subroutine VUMAT were used to simulate the damage in the composite layer, and the secondary stress criterion was used to simulate the interlayer failure of the cohesive element of the bonding layer and the propagation characteristics under the layer. The results showed that when the shear stress wave (shear wave) propagates on the surface of the laminate, the stress wave attenuation along the fiber strength direction is small, and thus producing a large stress profile. When the compressive stress wave (longitudinal wave) is transmitted between the layers, it is reflected immediately instead of being transmitted immediately. This phenomenon occurs only when the energy has accumulated to a certain degree between the layers. The transmission of longitudinal waves is related to the thickness and the layer orientation. Along the symmetry across the thickness direction, the greater is the stress amplitude along the layer direction. Based on the detailed investigation on the impact on various laminated composites carried out in this paper, the propagation characteristics of stress waves, the damage and the destruction of laminates can be explained from the perspective of stress waves and a reasonable layering sequence of the composite can be designed against damage and failure from low velocity impact.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2004년도 추계학술대회 논문집
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• pp.634-637
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• 2004

This paper presents a Split Hopkinson Pressure Bar(SHPB) technique to obtain compressive stress-strain data for rubber materials. An experimental technique that modifies the conventional Split Hopkinson Pressure Bar(SHPB) has been developed for measuring the compressive stress-strain responses of materials with low mechanical impedance and low compressive strengths such as rubber. This paper introduces an all-polymeric pressure bar which achieves a closer impedance match between the pressure bar and the specimen materials. In addition, we are a pulse shaper to lengthen the rising time of the incident wave to ensure stress equilibrium and homogeneous deformation of a rubber materials. It is found that the modified technique can be determine the dynamic deformation behavior of an NBR rubber more accurately.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2004년도 춘계학술대회
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• pp.371-376
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• 2004

It is well known that a specific experimental method such as the Split Hopkinson Pressure Bar (SHPB) technique is the simplest experimental technique to determine the dynamic material properties under the impact compressive loading conditions with strain-rate of the order of $10^3/s{\sim}10^4/s$. This type of experimental procedure has been widely used with proper modification on the test setups to determine the varying dynamic response of materials for the dynamic boundary conditions such as tensile and fracture as well. In this paper, dynamic compressive deformation behaviors of an Ethylene Copolymer materials widely used for the isolation of vibration from varying structures under dynamic loading are estimated using the SHPB technique.

• 한국정밀공학회지
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• 제21권6호
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• pp.122-130
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• 2004

It is well known that a specific experimental method, the Split Hopkinson Pressure Bar (SHPB) technique is a best experimental technique to determine the dynamic material properties under the impact compressive loading conditions with strain-rate of the order of 10$^3$/s∼10$^4$/s. This type of experimental procedure has been widely used with proper modification on the test setups to determine the varying dynamic response of materials for the dynamic boundary conditions such as tensile and fracture as well. In this paper, dynamic compressive deformation behaviors of a rubber and an Ethylene Copolymer materials widely used for the isolation of vibration from varying structures under dynamic loading are estimated using a Split Hopkinson Pressure Bar technique.

• Structural Engineering and Mechanics
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• 제76권5호
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• pp.591-598
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• 2020

Ultrasonic waves provide a non-destructive and sensitive way to monitor the concrete hydration. However, limited works are reported to monitor the evolution of the mechanical parameter at early ages. In this study, modified piezoelectric aggregates are embedded inside a concrete beam to excite and receive primary waves. A hydration index, namely, the variation of ultrasonic waveform (VUW) is developed to characterize the variation of the transmitted waves during the hydration process. The recorded hydration indices are compared with the compressive strength measured by destructive test at different ages. The results show that the VUW is closer to the compressive strength than the other two traditional hydration indices, ultrasonic velocity and wave packet energy. The proposed VUW provides a simple and accurate way to monitor the concrete hydration at early ages.

• 한국화재소방학회논문지
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• 제29권1호
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• pp.1-6
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• 2015

본 연구에서는 충격반향기법을 이용하여 화해를 입은 고강도 콘크리트의 화재손상정도를 평가하였다. 100 MPa급의 고강도 콘크리트 시편을 제조하여 $100{\sim}800^{\circ}C$의 고온에 2시간 동안 노출한 후 충격반향기법의 응답스펙트럼을 이용하여 시편의 탄성파 속도를 측정하였으며, 이를 이용하여 동탄성계수를 산출하였다. 이후 직접 압축강도 실험을 통해 시편의 잔존압축강도와 정탄성계수를 측정하였다. 실험결과, 노출되는 온도가 높을수록 탄성파의 속도, 동탄성계수, 잔존압축강도, 정탄성계수가 저하되는 경향을 나타냈으며, 탄성파 속도와 압축강도, 동탄성계수와 정탄성계수는 선형적인 상관관계를 나타냈다. 따라서 충격반향기법을 이용하여 화해를 입은 고강도 콘크리트의 화재손상정도를 평가하는 것이 가능하다고 판단된다.

• 대한토목학회논문집
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• 제28권4C호
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• pp.247-253
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• 2008

본 연구에서는 준설토, 폐타이어 분말 및 저회(bottom ash)를 재활용한 폐타이어 분말 혼합경량토의 역학적 특성을 고찰하였다. 본 실험에서 폐타이어 분말의 함량은 건조 준설토 중량대비 0%에서 100%까지 25%간격으로 변화시켜 5개의 공시체를 준비하였다. 혼합된 공시체는 일축압축시험, 탄성파 시험을 수행하여 강도와 지반정수들을 구하였다. 실험결과 폐타이어 함량이 증가함에 따라 일축압축강도와 단위중량은 감소하는 경향을 나타내었다. 그러나 파괴시 축변형률은 증가하는 것으로 나타났다. 또한 폐타이어 분말의 함량이 증가할수록 폐타이어 혼합경량토의 응력-변형률 곡선은 취성적 거동보다는 연성적 거동을 나타내었다. 탄성파 시험에서는 폐타이어 함량이 증가함에 따라 탄성파 속도와 전단탄성계수는 감소하는 성질을 나타내고 있다.

• International Journal of Concrete Structures and Materials
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• 제9권3호
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• pp.307-321
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• 2015

The primary objective of this study is to investigate the feasibility of an innovative surface-mount sensor, made of a piezoelectric disc (PZT sensor), as a consistent source for surface wave velocity and transmission measurements in concrete structures. To this end, one concrete slab with lateral dimensions of 1500 by 1500 mm and a thickness of 200 mm was prepared in the laboratory. The concrete slab had a notch-type, surface-breaking crack at its center, with depths increasing from 0 to 100 mm at stepwise intervals of 10 mm. A PZT sensor was attached to the concrete surface and used to generate incident surface waves for surface wave measurements. Two accelerometers were used to measure the surface waves. Signals generated by the PZT sensors show a broad bandwidth with a center frequency around 40 kHz, and very good signal consistency in the frequency range from 0 to 100 kHz. Furthermore, repeatability of the surface wave velocity and transmission measurements is significantly improved compared to that obtained using manual impact sources. In addition, the PZT sensors are demonstrated to be effective for monitoring an actual surface-breaking crack in a concrete beam specimen subjected to various external loadings (compressive and flexural loading with stepwise increases). The findings in this study demonstrate that the surface mount sensor has great potential as a consistent source for surface wave velocity and transmission measurements for automated health monitoring of concrete structures.