• Structural Engineering and Mechanics
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• 제19권6호
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• pp.603-618
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• 2005

The split Hopkinson pressure bar (SHPB) technique is widely used to characterize the dynamic mechanical response of engineering materials at high strain rates. In this paper, attendant problems associated with testing 70 mm diameter concrete specimens are considered, analysed and resolved. An adaptation of a conventional solid circular striker bar, as a means of achieving reliable and repeatable SHPB tests, is then proposed. In the analysis, a pseudo one-dimensional model is used to analyse wave propagation in a non-uniform striker bar. The stress history of the incident wave is then obtained by using the finite difference method. Comparison was made between incident waves determined from the simplified model, finite element solution and experimental data. The results show that the simplified method is adequate for designing striker bar shapes to overcome difficulties commonly encountered in SHPB tests. Using two specifically designed striker bars, tests were conducted on 70 mm diameter steel fibre reinforced concrete specimens. The results are presented in the paper.

• 대한기계학회논문집A
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• 제24권8호
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• pp.1917-1922
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• 2000

The split Hokinson pressure bar(SHPB) test has been used to find the mechanical property of materials at high strain rate. A tensile split Hopkinson pressure bar test system is developed and the threaded tensile specimen and the split collar are placed between elastic bars. When the compressive elastic wave generated by a striker is transferred from the transmit bar to the incident bar, some elastic wave is reflected at the threaded parts of the specimen and the transmit bar. This reflected wave can interfere with the transmitted wave. A proper length of elastic bars and the location of strain gage in these elastic bars are determined to avoid this interference. In order to avoid the interference of elastic wave reflected at the threaded parts of specimen and elastic bar, the length of transmit bar must be longer than that of incident bar. Strain gage in transmit bar must be located as close as possible from the interface of a transmit bar and specimen. In the developed tensile SHPB test system, A12011-T3 and A17075-T6 are tested to get the true stress-strain relation in the range of strain rate at $10^3/sec$

• 대한기계학회:학술대회논문집
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• 대한기계학회 2008년도 추계학술대회A
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• pp.204-209
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• 2008

The interest in the mechanical behavior of materials at high strain rates has increased in recent years, and by now it is well known that mechanical properties can be strongly influenced by the speed of applied load. The split Hopkinson pressure bar (SHPB) has been widely used to determine mechanical properties of materials at high loading rates. However, to ensure test reliability, measurement error source must be accounted for and eliminated. During experiment, the specimens were located between the incident and the transmit bar. The presence of contact frictions between the test bars and specimen may cause errors. In this work, numerical experiments were carried out to investigate the effect of friction on test results. In SHPB test, the measured stress by the transmitted bar is assumed to be flow stress of the test specimen. Through the numerical experiments, however, it is shown that the measured stress by the transmit bar is axial stress components. When, the contact surface is frictionless, the flow stress and the axial stress of the specimen are about the same. When the contact surface is not frictionless, however, the flow stress and the axial stress are not the same anymore. Therefore, the measured stress by the transmitted bar is not flow stress. The effect of friction on the difference between flow stress and axial stress is investigated.

• Geomechanics and Engineering
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• 제12권1호
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• pp.1-8
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• 2017

An experimental technique for determining the spalling strength of rock-like materials under a high strain rate is developed. It is observed that the spalling strength of a specimen can be determined by only knowing the wavelength, loading peak value and length of the first spallation of an incident wave under a specific loading waveform. Using this method in combination with a split-Hopkinson pressure bar (SHPB) and other experimental devices, the spalling strength of granite specimens under a high strain rate is tested. Comparisons with other experimental results show that the new measuring method can accurately calculate the dynamic tensile strength of rock materials under a high strain rate.

• 대한기계학회논문집A
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• 제34권5호
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• pp.511-518
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• 2010

SHPB시험은 입력봉과 출력봉 사이에 시편을 위치시키고 고속으로 변형하여 동적 응력-변형률 선도를 추출하는 것이다. 그렇기 때문에, 소재와 입력봉 사이 또는 소재와 출력봉 사이의 마찰이 측정되는 응력-변형률 선도에 영향을 주게 된다. 이것은 측정되는 응력이 유동응력이 아니고 축방향 응력이기 때문임을 확인 하였다. 본 연구에서는 측정되는 축방향 응력을 보정하여 정확한 유동응력을 구하기 위해 새로운 보정식을 제안하였다. 소재가 업셋팅 형태로 변형한다고 가정하고, 에너지 보존에 기초하여 보정식을 제안하였다. ABAQUS를 이용한 수치적 실험을 통해 마찰계수 0.3까지 보정한 결과 보정식이 유용함을 확인하였다.

• 터널과지하공간
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• 제19권6호
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• pp.545-557
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• 2009

단계별 손상에 따른 취성재료의 동적손상메커니즘을 파악하고자 국내암석을 대상으로 스플릿 홉킨슨 압력바 시스템을 이용한 단계적 충격하중실험을 수행하였다. 실험시료 내 동적손상을 평가하기 위하여 고해상도 X-ray 단층촬영 시스템을 적용하였다. 그 결과 낮은 충격하중에서는 시료 내 전반적으로 축방향 균열 즉 수직균열이 발생하지만, 충격속도가 증가함에 따라 시료와 입사바 또는 전달바와의 접촉면에 구속효과가 발생하여 입사바와의 접촉면 중심부에 균열이 사라지는 경향을 보였다. 그러나 구속력을 적게 받는 시료의 원주표면 부근에서는 박리균열을 보였다.

• 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.

• Geomechanics and Engineering
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• 제11권5호
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• pp.657-670
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• 2016

The energy dissipation of coal under dynamic loads is a major issue in geomechanics and arising extensive concerns recently. In this study, dynamic loading tests of coal were conducted using a split Hopkinson pressure bar (SHPB) system, the characteristics of dynamic behavior and energy dissipation of coal were analyzed, and the mechanism of energy dissipation was discussed based on the fracture processes of coal under dynamic loads. Experimental results indicate that the energy dissipation of coal under dynamic loads has a positive linear correlation with both incident energy and dynamic compressive strength, and the correlation coefficients between incident energy, dynamic compressive strength and the energy dissipation rate are 0.74 and 0.98, respectively. Theoretical analysis demonstrates that higher level of stress leads to greater energy released during unstable crack propagation, thus resulting in larger energy dissipation rate of coal under dynamic loads. At last, a semi-empirical energy dissipation model is proposed for describing the positive relationship between dissipated energy and stress.

• 한국지구물리탐사학회:학술대회논문집
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• 한국지구물리탐사학회 2009년도 학술대회 초록집
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• pp.198-202
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• 2009

스플릿 홉킨슨 압력 봉(SHPB)실험은 암석 및 콘크리트와 같은 취성재료의 동적 물성과 변형특성을 파악하고 압축 응력-변형율 데이터를 획득하기 위하여 사용된다. SHPB 실험법은 원리상 대상시료가 파괴이전에 동적응력평형 상태와 일정 변형율 속도 조건하여 놓여져 있어야 한다. 이러한 조건을 만족시키기 위하여 충격봉과 입사봉의 충격에 의하여 발생되는 충격 입사파형을 제어할 필요가 있다. 최근에는 원형 디스크를 충격봉과 입사봉 사이에 두어 입사 충격파형을 제어하는 펄스쉐이핑 기법이 적용되고 있다. 본 연구에서는 입사 충격파형을 정밀하게 제어할 목적으로 다양한 형태와 크기의 금속디스크를 대상으로 SHPB 실험을 수행하여 동적 변형 특성을 파악하였다. 펄스쉐이퍼의 두께와 직경이 작아짐에 따라 응력값과 파장은 증가하였다.

• Composites Research
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• 제35권3호
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• pp.196-200
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• 2022

Split Hopkinson Pressure Bar (SHPB)은 일반적으로 금속 또는 복합 소재와 같은 고강성 재료의 높은 변형률 속도하에서의 기계적 물성을 평가하기 위해 사용되어왔다. 그러나, 시편이 연한 플라스틱 소재의 경우, 시편 고정 및 형상, 동적 응력 평형 도달, 약한 전달 신호 측정으로 어려운 부분이 있다. 본 연구에서는 연성 플라스틱 재질의 고속 인장 응력-변형률 거동을 측정하기 위하여 입력봉의 재질, 홀더 및 시편의 형상 변경 등 SHPB 장비를 개선 설계하였다. 결과적으로 SHPB에서 인장 응력과 변형에 대한 결과를 얻을 수 있었다. 또한 SHPB에서 얻은 변형률 데이터의 검증을 위해 시편을 초고속카메라로 촬영하여 DIC 기법을 통해 얻은 변형률 데이터와 비교 진행하였다.