• 터널과지하공간
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• 제5권4호
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• pp.318-322
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• 1995

For transversely isotropic rocks such as schist, shale, etc, a method to determine the anisotropic elastic constants was proposed. Theoretically, equations of elastic constants E1, E2, and G2 can be derived from the measured strains in arbitrary three directions. If we attach three strain gages in accordance with the directons of anisotropy on the rock specimen under uni-axial compression, anisotropic elastic constants can be determined by these equations. With this method, the degree of anisotropy of transversely isotropic rocks will be easily evaluated by simple laboratory test.

• 한국지반공학회지:지반
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• 제12권2호
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• pp.9-18
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• 1996

실험실에서 재 성형한 정규압밀점토에 대하여 실시된 일련의 삼축압축시험 거동결과를 등방단일경화구성모델에 의한 예측치와 비교검토한다. 이 모델사용에 필요한 열한개의 계수는 등방압밀공시체에 대한 비배수삼축압축시험 결과로부터 간단히 결정된다. 이렇게 결정된 계수를 활용한 이 모델로 이방압밀공시체를 대상으로 한 비배수삼축압축시험시의 응력-변형률 및 간극 수압의 거동이 예측된다. 또한 등방압밀공시체 및 이방압밀공시체를 대상으로 실시한 배수삼축 압축시의 응력-변형률 및 체적변형률 거동예측에도 이 모델을 적용하였다. 예측치와 시험치의 비교결과 비배수삼축압축시험의 경우는 등방압밀공시체와 이방압밀공시체 모두에 좋은 일치를 보이고 있다. 그러나 배수삼축압축시험의 경우는 초기 체적변형률의 예측치가 시험치보다 약간 작게 나타나다가 파괴점에 근접함에 따라서는 예측치가 시험치보다 커지는 경향을 보이고 있다. 그러나 전반적인 응력 -변형률거동은 좋은 일치를 보이고 있음을 알 수 있다. 따라서, 본 연구결과 이 모델은 정규압밀점토의 거동예측에 적용성이 충분히 있다고 생각된다.

• 대한기계학회논문집A
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• 제28권8호
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• pp.1229-1236
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• 2004

The specimen materials used in this research are isotropic epoxy resins. The static photoelastic experiment was applied to them. And then the specimens used in photoelastic experiment were fractured under static load. The static photoelastic experimental hybrid method was introduced and its validity had been assured. Crack propagation criterion used the stress components, which are considered the higher order terms, obtained from the static photoelastic experimental hybrid method was introduced and it was applied to the minimum strain energy density criterion, the maximum tangential stress criterion and mode mixity. Comparing the actual initial angle of crack propagation with the theoretical initial angle of crack propagation obtained from the above failure criterions, the validities of the above two criterions are assured and the optimal distance (r) from the crack-tip is 0.01mm in order to get the initial angle of crack propagation of isotropic epoxy resin.

• 터널과지하공간
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• 제11권1호
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• pp.59-63
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• 2001

이방성 암석에서 결정되어야 할 탄성상수의 수는 전부 9개이므로 실험적으로 얻기 매우 어렵다. 대부분의 암반체는 등방성 또는 펑면이방성으로 해석할 수 있어 독립적 탄성상수의 수는 감소하며, 평면이방성체에서는 5개이다. 실험실 시험을 통하여 하나의 평면이방성체 시험편으로 얻을 수 있는 응력-변형률 관계식은 4개 뿐이므로 5개의 독립적 탄성상수를 결정하는 것은 이론적으로 불가능하다. Lekhnitskii는 많은 실험을 통하여 제 5의 관계식을 설정하여 이를 해결하였지만, 이 식은 이론적으로나 실제값과 비교하면 오차를 갖고 있다. 본 연구는 이방성체에서 응력-변형률의 관계와 탄성상수의 독립성에 대하여 설명하고 있으며, 한개의 평면이방성 시험편에서 5개의 독립적 탄성상수를 결정하는 실험실 시험법을 제시하고 있다.

• Steel and Composite Structures
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• 제34권5호
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• pp.671-679
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• 2020

The new energy-based criterion, named Reinforcement Strain Energy Density (ReiSED), is proposed to investigate the fracture behavior of the cracked orthotropic materials in which the crack is embedded in the matrix along the fibers. ReiSED is an extension of the well-known minimum strain energy density criterion. The concept of the reinforced isotropic solid as an advantageous model is the basis of the proposed mixed-mode I/II criterion. This model introduces fibers as reinforcements of the isotropic matrix in orthotropic materials. The effects of fibers are qualified by defining reinforcement coefficients at tension and shear modes. These coefficients, called Reduced Stress (ReSt), provide the possibility of encompassing the fiber fraction in a fracture criterion for the first time. Comparing ReiSED fracture limit curve with experimental data proves the high efficiency of this criterion to predict the fracture behavior of orthotropic materials.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 1999년도 춘계학술대회논문집
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• pp.273-279
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• 1999

In this paper the stress and strain behaivor in near homogeneous isotropic matrix of metal like steel was studied roll forming of thin steel sheet for cylindrical pipe. Analytical results reveals a body which is on the area of square thickness along and perpendicular to the width of thin steel sheet is in the state of plane strain during roll forming. As a result construction of analytical method for calculating deformation load and stably deformed length along the width of strained steel sheet was established. Also loads applied during roll forming were analyzed using two typical thin steel sheet 12.3m thick steel sheet with 42.5kg /mm2 yield strength of pipe and 5.3mm thick steel sheet with 32.5kg/mm2 yield strength of pipe. Through this analysis applicability of the analytical method for deformation load during roll forming of cylindrical thin steel pipe was evaluated with a study of necessary production technology for roll forming and design technology for roll forming machine.

• 소성∙가공
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• 제8권6호
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• pp.554-562
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• 1999

In this paper, the stress and strain behavior in near homogeneous isotropic matrix of metal like steel was studied during roll forming of thin steel sheet for cylindrical pipe. Analytical result reveals a body which is on the area of square thickness along and perpendicular to the width of thin steel sheet is in the state of plane strain during roll forming. As a result, construction of analytical method for calculating deformation load and stably deformed length along the width of strained steel sheet was established. Also, loads applied during roll forming were analyzed using two typical thin steel sheets. 12.3mm thick steel sheet with 42.5kg/㎟ yield strength of pipe and 5.3mm thick steel sheet with 32.5kg/㎟ yield strength of pipe. Through this analysis, applicability of the analytical method for deformation load during roll forming of cylindrical thin steel pipe was evaluated with a study of necessary production technology for roll forming and design technology for roll forming machine.

• 대한기계학회논문집A
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• 제33권12호
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• pp.1455-1463
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• 2009

Theoretical mechanics analysis and finite element simulation were performed to investigate creep deformation behavior at the crack tip of transversely isotropic materials under small scale creep (SCC) conditions. Mechanical behavior of material was assumed as an elastic-$2^{nd}$ creep, which elastic modulus ( E ), Poisson's ratio ( ${\nu}$ ) and creep stress exponent ( n ) were isotropic and creep coefficient was only transversely isotropic. Based on the mechanics analysis for material behavior, a constitutive equation for transversely isotropic creep behavior was formulated and an equivalent creep coefficient was proposed under plain strain conditions. Creep deformation behavior at the crack tip was investigated through the finite element analysis. The results of the finite element analysis showed that creep deformation in transversely isotropic materials is dominant at the rear of the crack-tip. This result was more obvious when a load was applied to principal axis of anisotropy. Based on the results of the mechanics analysis and the finite element simulation, a corrected estimation scheme of the creep zone size was proposed in order to evaluate the creep deformation behavior at the crack tip of transversely isotropic creeping materials.

• Steel and Composite Structures
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• 제28권1호
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• pp.1-11
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• 2018

In this paper, local ratcheting behavior of 1045 steel plates with circular cutout was investigated. Experimental tests were carried out by a Zwick/Roell HB 100 servo hydraulic machine. In order to measure the local strain at notch root, a data acquisition system with strain gauge was used. Various notch diameters and distances of strain gauges mounted from the notch root were found influential in the magnitude of local ratcheting strain. It was found that the local maximum principal stress plays a crucial role in increasing the local plastic deformation. Numerical simulation was done by ABAQUS software using nonlinear isotropic/kinematic hardening model. Material parameters of hardening model were attained from several stabilized cycles of flat specimens subjected to symmetric strain cycles. The nonlinear kinematic hardening model along with the Neuber's rule was employed to assess local ratcheting at the notch root of steel plates. The results of the numerical simulations agreed closely with those measured values in this study. Both ratcheting progress and mean stress relaxation occurred simultaneously at the notch root.

• Composites Research
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• 제26권4호
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• pp.235-244
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• 2013

체적 적분방정식법이라는 새로운 수치해석 방법을 이용하여, 다수의 임의로 경사진 등방성 타원형 장섬유를 포함하는 등방성 무한고체가 정적 인장하중을 받을 때 무한고체 내부에 발생하는 응력분포 해석을 수행하였다. 장섬유들과 기지 사이의 경계면은 완전결합이라고 가정하여, 평면 변형률 해석을 수행하였다. 즉, 등방성 기지에 다수의 임의로 경사진 등방성 타원형 장섬유의 중심이 1) 정사각형 배열 형태 또는 2) 정육각형 배열 형태로 포함되어 있는 경우에, 다양한 타원형 장섬유의 체적비와 다양한 경사각에 대하여, 중앙에 위치한 등방성 타원형 장섬유와 등방성 기지의 경계면에서의 인장응력 분포의 변화를 구체적으로 조사하였다. 또한, 체적 적분방정식법을 이용한 해를 해석하고, 유한요소법을 이용한 해와 비교해 봄으로서, 체적 적분방정식법을 이용하여 구한 해의 정확도를 검증하였다.