• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2002년도 봄 학술발표회 논문집
• /
• pp.49-54
• /
• 2002

This paper describes a systematic way of simultaneously identifying the ambient pore pressure and the rigidity index (=G/s$\_$u/) of soil by applying an optimization technique to the piezocone dissipation test result. An ambient pore pressure and optimal rigidity index were determined by minimizing the differences between theoretical excess pore pressures developed by Randolph ＆ Wroth(1979) and measured excess pore pressures from piezocone using optimization technique. The effectiveness of the proposed back-analysis method was examined against the well-documented performance of piezocone dissipation tests (Tanaka ＆ Sakagami, 1989), from the viewpoints of proper determination of selected target parameters and saving of test duration. It is shown that the proposed back-analysis method can evaluate properly the ambient pore pressure and the rigidity index by using only the early phase of the dissipation test data. Also, it is shown that with the optimized rigidity index and ambient pore pressure the proposed back-analysis method permits the horizontal coefficient of consolidation to be identified rationally.

• Steel and Composite Structures
• /
• 제34권3호
• /
• pp.453-465
• /
• 2020

Influences of different variables that affect the effective flexural rigidity of reinforced concrete (RC) members are not considered in the most seismic codes. Furthermore, in the last decades, the application of steel fibers in concrete matrix designs has been increased, requiring development of an accurate analytical procedure to calculate the effective flexural rigidity of steel fiber reinforced concrete (SFRC) members. In this paper, first, a nonlinear analytical procedure is proposed to calculate the SFRC members' effective flexural rigidity. The proposed model's accuracy is confirmed by comparing the results obtained from nonlinear analysis with those recorded from the experimental testing. Then a parametric study is conducted to investigate the effects of different parameters such as varying axial load and steel fiber are then investigated through moment-curvature analysis of various SFRC (normal-strength concrete) sections. The obtained results show that increasing the steel fiber volume percentage increases the effective flexural rigidity. Also it's been indicated that the varying axial load affects the effective flexural rigidity. Lastly, proper equations are developed to estimate the effective flexural rigidity of SFRC members.

• 한국강구조학회 논문집
• /
• 제13권3호
• /
• pp.233-244
• /
• 2001

본 연구에서는 다층 층간분리된 복합보의 휨강성 감소를 고찰하였다. 휨강성 감소를 평가하기 위해서 이론해석을 수행하였다. 층간분리가 복합보에 휨강성 감소에 주는 영향을 고찰하기 위해서 지배운동방정식이 유도되었고, 층간분리된 각각의 분할보는 연속조건을 이용한 반복관계를 이용하여 구해졌다. 복합적층보에 층간분리가 여러 층에서 발생한 경우에 대해 다양한 적층순서와 여러 가지 형태의 층간분리 형상으로 모델링하여 결과를 비교하였다. 다층 층간분리가 존재하는 적층복합보의 휨강성을 평가하는데 있어서 본 연구는 유용하게 활용될 수 있다.

• 한국염색가공학회지
• /
• 제12권2호
• /
• pp.121-128
• /
• 2000

This study discussed the mechanical properties such as bending and shear of polyester fabric treated with a several weight reduction machine. With the increase in the rate of weight loss, the bending rigidity of the warp and weft of treated fabric decreased regardless of the weight reduction machine. At 6.5% weight loss, the bending rigidity of warp and weft yarn decreased to $0.035\;gfcm^2/cm$ and $0.017\;gfcm^2/cm$, respectively, and these values show 54% and 94% of their untreated warp and weft. At same rate of the weight loss, the bending rigidity of polyester fabric treated with C.D.R slightly higher than that of the tank type or liquor-flow type. On the other hand, below 6.5% weight loss, the shear rigidity of the warp and weft of the treated fabric rapidly decreased. But with the increase in the above 6.5% rate of weight loss, the decreasing tendency of the shear rigidity declined. At same rate of the weight loss, the shear rigidity of fabric treated with tank type nearly equal to the that of the liquor flow type. But at same rate of the weight loss, the shear rigidity of the fabric treated with C.D.R type higher than that of the tank or liquor-flow type.

• 한국방재학회 논문집
• /
• 제1권3호
• /
• pp.103-110
• /
• 2001

흙의 비선형 변형 특성과 말뚝의 강성을 동시에 고려한 즉, 말뚝과 지반의 상호 거동을 고려한 말뚝 기초 구조의 해석을 수행하였다. 특히 비균질, 비탄성 재료인 철근 콘크리트 말뚝의 단면응력과 균열 발생등의 원인으로 변화되는 말뚝의 휨강성을 구조해석에 적용하였다. 흙의 비선형 특성치는 토질 종류에 따라 흙의 탄성한계를 넘어 항복을 고려한 P-Y curve를 이용한 방법 및 N치에 의한 내부마찰각 산정에 따른 방법으로 얻었다. 본 연구 결과는 말뚝의 강성변화에 의해 교량상부구조의 변위 및 일부단면력이 커짐을 알 수 있었다. 따라서, 최적설계를 위한 정확한 구조해석에서 말뚝의 강성변화에 따른 적합한 구속조건을 고려할 필요가 있음을 알 수 있었다.

• 한국공간구조학회논문집
• /
• 제14권3호
• /
• pp.47-56
• /
• 2014

This paper investigates the characteristics of unstable behaviour and critical buckling load by joint rigidity of framed large spatial structures which are sensitive to initial conditions. To distinguish the stable from the unstable, a singular point on equilibrium path and a critical buckling level are computed by the eigenvalues and determinants of the tangential stiffness matrix. For the case study, a two-free node example and a folded plate typed long span example with 325 nodes are adopted, and these adopted examples' nonlinear analysis and unstable characteristics are analyzed. The numerical results in the case of the two-free node example indicate that as the influence of snap-through is bigger; that of bifurcation buckling is lower than that of the joint rigidity as the influence of snap-through is lower. Besides, when the rigidity decreases, the critical buckling load ratio increases. These results are similar to those of the folded-typed long span example. When the buckling load ratio is 0.6 or less, the rigidity greatly increases.

• 한국의류산업학회지
• /
• 제5권3호
• /
• pp.273-282
• /
• 2003

Effect of fixation methods and relaxation treatment on the flame retardant(FR) and physical properties of MDPP/HMM treated cotton weft-knitted fabrics were studied. Combination of four different fixation methods - relaxation, swelling agent treatment, pad dry cure fixation, and wet fixation - were applied to flame retardant finish of cotton weft-knitted fabric with MDPP/HMM. As the results, 1. Swelling agent and wet fixation method helps FR agent penetrate the fiber efficiently. Interlock showed relatively higher values of LOI than single jersey. 2. Interlock showed relatively higher values of bending rigidity(B), shear rigidity(G) and coefficient of friction(MIU) than those of single jersey before and after flame resistant treatment. 3. An increase in internal volume of cotton fiber by relaxation treatment increased the bending rigidity(B), shear rigidity(G) and compressional energy(WC). 4. The cotton weft-knitted fabric treated wet fixation, which crossliked FR agent efficiently, showed higher bending rigidity, shear rigidity(G) and lower compressional energy(WC). Retention of swelling ability of cotton weft-knitted fabrics treated with MDPP/HMM, which increased the internal volume of cotton weft-knitted fabric, showed lower bending rigidity.

• Design & Manufacturing
• /
• 제16권3호
• /
• pp.22-27
• /
• 2022

The demand for new processing technology that can improve productivity is increasing in industries that require large-scale and various products. In response to this demand, a robot machining system with flexibility is required. Because of the low rigidity of the robot, the robot machining system has a large error during machining and is vulnerable to vibration generated during machining. Vibration generated during machining deteriorates machining quality and reduces the durability of the machine. To solve this problem, a stage for fixing the spindle during machining is required. In order to compensate for the robot's low rigidity, a system combining a piezoelectric actuator for generating a large force and a guide mechanism to actuate with a desired direction is required. Since the rigidity of flexible hinges varies depending on the structure, it is important to optimal design the flexible hinge and high-rigidity system. The purpose of this research is to make analytic model and optimize a flexible hinge and to design a high rigidity stage. In this research, to design a flexible hinge stage, a concept design of system for high rigidity and flexure hinge modeling is carried out. Based on analytic modeling, the optimal design for the purpose of high rigidity is finished and the optimal design results is used to check the error between the modeling and actual simulation results.

• 대한수학회지
• /
• 제53권3호
• /
• pp.489-501
• /
• 2016

In this paper, we study the rigidity under $K{\ddot{a}}hler$ deformation of the complex structure of odd Lagrangian Grassmannians, i.e., the Lagrangian case $Gr_{\omega}$(n, 2n+1) of odd symplectic Grassmannians. To obtain the global deformation rigidity of the odd Lagrangian Grassmannian, we use results about the automorphism group of this manifold, the Lie algebra of infinitesimal automorphisms of the affine cone of the variety of minimal rational tangents and its prolongations.

• 한국수학사학회지
• /
• 제20권4호
• /
• pp.49-60
• /
• 2007

본 논문에서는 초등기하에 나오는 도형의 합동의 개념으로부터 자연스럽게 얻어지는 3차원 유클리드 공간에 있는 매끄러운 곡면의 강성의 개념을 소개하고 컴팩트 곡면의 강성이론의 발전과정과 그 일반화를 살펴본다.