• Title/Summary/Keyword: 미소변형률

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Application of nonlocal elasticity theory for buckling analysis of nano-scale plates (나노 스케일 판의 좌굴해석을 위한 비국소 탄성 이론의 적용)

  • Lee, Won-Hong;Han, Sung-Cheon;Park, Weon-Tae
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.13 no.11
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    • pp.5542-5550
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    • 2012
  • Third-order shear deformation theory is reformulated using the nonlocal elasticity of Eringen. The equation of equilibrium of the nonlocal elasticity are derived. This theory has ability to capture the both small scale effects and quadratic variation of shear strain through the plate thickness. Navier's method has been used to solve the governing equations for all edges simply supported boundary conditions. Analytical solutions of buckling of nano-scale plates are presented using this theory to illustrate the effect of nonlocal theory on buckling load of the nano-scale plates. The relations between nonlocal third-order and local theories are discussed by numerical results. Further, effects of (i) length (ii) nonlocal parameter, (iii) aspect ratio and (iv) mode number on nondimensional buckling load are studied. In order to validate the present solutions, the reference solutions are used and discussed. The present results of nano-scale plates using the nonlocal theory can provide a useful benchmark to check the accuracy of related numerical solutions.

Characteristics of Engineered Soils (Engineered Soils의 특성)

  • Lee, Jong-Sub;Lee, Chang-Ho;Lee, Woo-Jin;Santamarina, J. Caries
    • Journal of the Korean Geotechnical Society
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    • v.22 no.8
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    • pp.129-136
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    • 2006
  • Engineered mixtures, which consist of rigid sand particles and soft fine-grained rubber particles, are tested to characterize their small and large-strain responses. Engineered soils are prepared with different volumetric sand fraction, sf, to identify the transition from a rigid to a soft granular skeleton using wave propagation, $K_{o}-loading$, and triaxial testing. Deformation moduli at small, middle and large-strain do not change linearly with the volume fraction of rigid particles; instead, deformation moduli increase dramatically when the sand fraction exceeds a threshold value between sf=0.6 to 0.8 that marks the formation of a percolating network of stiff particles. The friction angle increases with the volume fraction of rigid particles. Conversely, the axial strain at peak strength increases with the content of soft particles, and no apparent peak strength is observed in specimens when sand fraction is less than 60%. The presence of soft particles alters the formation of force chains. While soft particles are not part of high-load carrying chains, they play the important role of preventing the buckling of stiff particle chains.

Comparison in Elastic Wave Propagation Velocity Evaluation Methods (탄성파의 매질 내 이동속도 산정방법 비교)

  • Kim, Taesik
    • Journal of the Korean GEO-environmental Society
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    • v.15 no.5
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    • pp.31-37
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    • 2014
  • In situ investigations and laboratory tests using elastic wave have become popular in geotechnical and geoenvironmental engineering. Propagation velocity of elastic wave is the key index to evaluate the ground characteristics. To evaluate this, various methods were used in both time domain and frequency domain. In time domain, the travel time can be found from the two points that have the same phase such as peaks or first rises. Cross-correlation can also be used in time domain by evaluating the time shift amount that makes the product of signals of input and received waveforms maximum. In frequency domain, wave propagation velocity can be evaluated by computing the phase differences between the source and received waves. In this study, wave propagation velocity evaluated by the methods listed above were compared. Bender element tests were conducted on the specimens cut from the undisturbed hand-cut block samples obtained from Block 37 excavation site in Chicago, IL, US. The evaluation methods in time domain provides relatively wide range of wave propagation velocities due to the noise in signals and the sampling frequency of data logger. Frequency domain approach provides relatively accurate wave propagation velocities and is irrelevant to the sampling frequency of data logger.

Dynamic Fracture Behaviors of Concrete Three-Point Bend Specimens (콘크리트 삼점휨 시험편의 동적 파괴거동)

  • 연정흠
    • Journal of the Korea Concrete Institute
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    • v.14 no.5
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    • pp.689-697
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    • 2002
  • The dynamic loads and load-point displacements of concrete three-point bend (TPB) specimens had been measured. The average crack velocities measured with strain gages were 0.16 ㎜/sec ∼ 66 m/sec. The fracture energy for crack extension was determined from the difference of the kinetic energy for the load-point velocity and the strain energy without permanent deformation from the measure external work. For all crack velocities, there were micro-cracking for 23 ㎜ crack extension, stable cracking for 61 ㎜ crack extension at the maximum strain energy, and then unstable cracking. The unstable crack extension was arrested at 80 ㎜ crack extension except the tests of 66 m/sec crack velocity. The tests less than 13 ㎜/sec crack velocity and faster than 1.9 m/sec showed static and dynamic fracture behaviors, respectively. In spite of much difference of the load and load-point displacement relations for the crack velocities, the crack velocities of dynamic tests did not affect on fracture energy rate during the stable crack extension due to the reciprocal action of kinetic force, crack extension and strain energy. During stable crack extension, the maximum fracture resistances of the dynamic tests was 147% larger than that of the static tests.

Liquefaction Evaluation of Reclaimed Sites using an Effective Stress Analysis and an Equivalent Linear Analysis (유효응력해석과 등가선형해석을 이용한 매립지반의 액상화 평가)

  • Park, Sung-Sik
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.28 no.2C
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    • pp.83-94
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    • 2008
  • In this study an effective stress analysis was performed to evaluate liquefaction potential and ground settlement for reclaimed sites. The effective stress model can simulate the stiffness degradation due to excess pore pressure and resulting ground deformation. It is applicable to a wide range of strain. An equivalent linear analysis suitable for low strain levels was also carried out to compare the effective stress analysis. Shear stress ratio calculated from an equivalent linear analysis was used to determine SPT blow count to prevent liquefaction. Depending on the magnitude of potential earthquake and fine contents, the SPT blow count was converted into an equivalent cone tip resistance. It was compared with the measured cone tip resistance. The measured elastic shear wave velocity and cone tip resistance from two reclaimed sites in Incheon were used to perform liquefaction analyses. Two liquefaction evaluation methods showed similar liquefaction potential which was evaluated continuously. The predicted excess pore pressure ratio of upper 20 m was between 40% and 70%. The calculated post-shaking settlement caused by excess pore pressure dissipation was less than 10 cm.

The Production, Distribution, and Utilization of Rice in Japan (일본의 쌀 생산, 유통 및 이용 현용)

  • Inouchi, Naoyoshi
    • Food preservation and processing industry
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    • v.1 no.1
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    • pp.17-26
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    • 2002
  • 일본은 기후적으로도 쌀의 생산에 적합하며 쌀은 일본의 주곡이다. 1893년 국립농업연구소가 설치된 이래로 쌀은 품질과 단보당 생산량이 꾸준히 개선되어와 116의 노동시간으로 생산량은 2.5배의 증가를 가져왔다. 이러한 진전은 재배방법의 개선, 비료, 농약, 재배기술, 기계화, 관개배수, 농지개량 등의 요인들로 볼 수 있다. 현재 일본에서 생산되고 있는 주요 쌀 품종으로는 코시히카리($35.5\%$), 히토메보레($9.7\%$), 히노히카리($9.0\%$), 아키다코마치($8.5\%$), 키라라($4.8\%$) 등 10여 품종이며 최근에는 형질전환 품종의 연구와 함께 생물공학적 연구 ,생리, 품질, 곤충과 잡초, 토양, 식품가공 등 기본적인 연구에 심혈을 기울이고 있다. 새로운 형태의 쌀 품종으로는 냉동조리쌀밥, 초밥, 레토르트룡 쌀 등 가공용으로 적합하도록 하기 위하여 아밀로오즈의 함량을 $5-15\%$로 낮춘 쌀이나 카레, 필라프, 튀김 쌀 등의 용도에 적합하도록 아밀로오스의 함량을 $30\%$이상으로 높인 쌀뿐만 아니라 곡립의 크기와 길이 등을 변형시킨 쌀, 유색미, 향미, 단백질 함량 조절 쌀, 거대 배아미, lipoxygenase 활성을 없앤 쌀, 단맛나는 쌀 등이 연구, 생산되고 있다. 일본에서의 쌀이용은 먼저 가공용 쌀을 들 수 있다. 밥, 청주, 스낵, 쌀가루, 미소발효 등 다양하게 이용이 되고 있으며 parboiled rice와 이의 색과 향을 개선한 converted rice, 현미를 이용한 가공쌀, 쌀빵, 현미가루, 세척미, 쌀국수, 쌀스낵, 당과, 죽, 쌀은 채소아 함께하는 타키코미고한, 초밥, 냉동쌀밥, 무균포장밥, 건조밥, 즉석밥 등 매우 다양하다.는 일, 쌀 재배구조 조정과 함께 높은 미질을 가지는 품종육종, 기계화를 비롯한 경작기술의 발달, 쌀과 부산물 가공기술의 개발연구, 특정기능을 함유하는 유전공학적 기술의 적용, 토지와 도시화 그리고 식량순환에 시스템의 개혁 등 과학기술을 고양하는 일 등을 들 수 있다.하는데 도움이 되리라 생각된다.=0.002)가 통계적으로 유의한 인자였다. 결론 : 본 기관에서 시행되어진 근침윤성 방광암에 대한 방광보존치료법은 기존의 근치적 방광절제술에 비하여 대등한 치료성적을 내는 동시에 $63\%$에서 장기보존이 가능하였다. 따라서 본 치료법이 방광암의 치료에 적극적으로 적용되어야 할 것으로 생각하며 향후 여러 기관이 참여하는 활발한 연구를 통해 한국인에게 가장 적절한 치료법을 개발해야 될 것으로 생각한다. B2+3, C1, C2+3군에서 수술달독군과 방사선치료 추가군의 골반종양제어율은 각각 $79\%$$75\%$ (p=0.88), $100\%$$100\%,\;44\%$$68\%$ (p=0.01)이었다. 전체 환자를 대상으로 다요인 분석을 시행한 결과 생존율과 무병생존율에 병기만이 유의하였고 두 치료 군에서도 역시 병기가 유의한 인자로 나타났다. 전체환자에서 골반종양제어율에 유의한 예후인자로 다요인분석을 시행한 결과 병기와 수술방법이 유의하였다. 수술단독군에서는 병기만이 유의하였고 방사선치료 추가군에서는 수술방법만이 유의하여 복부회음절제술군의 골반종양재발률이 높았다. 결론 : 본 후향적 연구에서 수술 후 보조적 방사선치료를 시행하여 수술단독군에 비해 병기 C2+3군에서 골반종양제어율이 향상되었음을 알 수 있었다. 그러나 병기 B2이상의 모든 환자에서 골반종양제어율 뿐만 아니라 생존율의 향상을 가져오기

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Analysis of the Stability and Behavior of a Calcareous Rock Slope During Construction of a Tunnel Entrance (터널출입구 시공에 따른 석회암 사면의 안정성 및 거동 분석)

  • Song, Young-Suk;Yun, Jung-Mann
    • The Journal of Engineering Geology
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    • v.23 no.3
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    • pp.283-292
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    • 2013
  • A calcareous rock slope failed during excavation of the slope for construction of a tunnel entrance. The slope is located at the construction site for widening highway in Yeongwol, Korea. Field surveys, laboratory tests, and numerical analyses were performed to determine the reason for the slope failure. The numerical analysis revealed that the safety factor of the slope before construction of the entrance was less than 1, and that this decreased after construction. After construction of the entrance, the sliding zone of the slope increased and slope stability decreased because the shear strain and plastic zone in the slope over the tunnel entrance showed an increase relative to the lower part of the slope. To enhance the stability of the slope for construction of the tunnel entrance, countermeasures such as rock bolts, rock anchors, and FRP (Fiber glass Reinforced Plastic) grouting were adopted in light of the field conditions. Serial field monitoring performed to confirm the reinforcing effects of the adopted countermeasures revealed a small amount of horizontal deformation of the slope soils, most of the elastic deformation that can regain its former value. In addition, the axial forces of the rock bolt and anchor were more strongly affected by slope excavation during construction of the tunnel entrance than by tunnel excavation or the rainy season, and the axial forces tended to converge after excavation of the tunnel. Therefore, we can confirm that the slope is currently safe.

Analysis of the Behavior of Reinforced Earth Retaining Walls Constructed on Soft Ground Using the Replacement Method (치환공법을 적용한 연약지반에 시공된 보강토옹벽의 거동해석)

  • Ki, Wan-Seo;Joo, Seung-Wan;Kim, Sun-Hak
    • The Journal of Engineering Geology
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    • v.17 no.4
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    • pp.601-613
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    • 2007
  • It is reported that factors affecting the behavior of reinforced earth retaining walls built on soft ground are not only basic physical properties but also the increase of load by the reinforced earth retaining walls, consolidation period, pore water pressure, etc. This study analyzed the behavior of reinforced earth retaining walls and soft ground using SAGE CRISP, a ground analysis program. First, we examined the effect of the replacement method, which was to prevent the excessive displacement of reinforced earth retaining walls, in improving the behavior of the walls. Second, we compared and analyzed how the behavior of ground is affected by the vertical interval of stiffeners on the back of reinforced earth retaining walls after the application of the replacement method. Lastly, we proposed the optimal replacement width and depth in the application of the replacement method. The results of this study proved that the replacement method is considerably effective in improving the behavior of reinforced earth retaining walls. In addition, the vertical interval of stiffeners on the back of reinforced earth retaining walls appeared effective in improving the horizontal displacement of the top of retaining walls but not much effective in improving the vertical displacement of the back of retaining walls. In addition, improvement in horizontal-vertical displacement resulting from the increase in replacement width was not significant and this suggests that the increase of replacement width is not necessary. With regard to an adequate replacement depth, we proposed the ratio of replacement depth to the height of retaining walls(D/H) according to the ratio of the thickness of the soft layer to the height of retaining walls(H/T).