• 한국식품영양학회지
• /
• 제9권4호
• /
• pp.466-471
• /
• 1996

오이, 마늘, 생강, 감자 및 무의 압축특성을 규명하기 위하여 식품물성 측정기로 압축 힘, 거리 및 시간을 측정하고 이들의 상관관계를 살펴보았다. 힘-거리 및 거리-시간 곡선은 비교적 간단한 형태를 나타냈고 변곡점들이 잘 나타나지 않았다. 파괴점까지의 시간은 감자가 압축속도 60mm/min에서 11.79, 압축속도 120mm/min에서 6.16초로 가장 길었다. 마늘은 각각 9.65 및 4.55초로 적게 소요되었는데 이는 시료의 압축강도에 따른 차이 때문으로 생각된다. 파괴힘은 무와 감자는 압축속도별로 16.64∼20.00N으로 가장 컸으며, 파괴시에 시료는 탐침 밑에 뭉개어지는 거동을 보였다. 압축시험시 파괴점까지의 힘-시간과 거리-시간에 대한 회귀분석 결과 상관계수 값이 0.96이상이었으며, 시료간의 차이는 작았다. 힘-시간 곡선의 기울기는 오이와 마늘이 1.772∼3.385로 가장 켰으며, 감자가 각각 1.743 및 3.338로 작았으며, 거리-시간 곡선의 기울기와는 반비례 관계를 나타냈다.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2009년도 추계학술대회 논문집
• /
• pp.321-321
• /
• 2009

This paper presents quasi-zero-stiffness (QZS) characteristic of a passive isolator using flexures under compression force. The passive isolator consists of a positive stiffness element (a vertical coil spring) and a negative stiffness element (flexures under compression force), and their proper combination of the positive and negative stiffness elements can produce both substantial static and zero dynamic stiffness, so called QZS. Firstly, a nonlinear dimensionless expression of a flexure under compression force is derived. A dynamic model of the passive isolator is developed and numerical simulations of its time and frequency response are performed. Then, undesirable nonlinear vibration is quantified using a period doubling bifurcation diagram and a Poincare's map of the isolator under forced excitation. Finally, experiments are performed to validate the QZS characteristic of the passive isolator.

• 대한기계학회:학술대회논문집
• /
• 대한기계학회 2001년도 추계학술대회논문집A
• /
• pp.149-154
• /
• 2001

In case of high capacity load force as millions of tons, it is difficult to measure the force with load cell. But we can measure and calculate the force with applied pressure and ram area of hydraulic jack. The 5,200 ton compression load tester is composed of thirteen hydraulic jack with 400 ton capacity. This paper explains the method of measuring the vertical compression load and provides characteristics of unit jack, and displacement of upper structure under maximum load condition.

• Structural Engineering and Mechanics
• /
• 제52권4호
• /
• pp.687-699
• /
• 2014

Based on the energy method considering the second order effects, the natural frequencies of externally prestressed simply supported beam and the compression softening effect of external prestress force were analyzed. It is concluded that the compression softening effect depends on the loss of external tendon eccentricity. As the number of deviators increases from zero to a large number, the compression softening effect of external prestress force decreases from the effect of axial compression to almost zero, which is consistent with the conclusion mathematically rigorously proven. The frequencies calculated by the energy method conform well to the frequencies by FEM which can simulate the frictionless slide between the external tendon and deviator, the accuracy of the energy method is validated. The calculation results show that the compression softening effect of external prestress force is negligible for the beam with 2 or more deviators due to slight loss of external tendon eccentricity. As the eccentricity and area of tendon increase, the first natural frequency of the simply supported beams noticeably increases, however the effect of the external tendon on other frequencies is negligible.

• Structural Engineering and Mechanics
• /
• 제81권4호
• /
• pp.481-492
• /
• 2022

Cycloidal ball planetary transmission (CBPT) has many applications as precision reducer, such as precision machinery and automation drive systems etc. The traditional analytical model of CBPT cannot accurately describe the change of the normal force of meshing points, and thus cannot describe the precise transmission process of meshing pairs. In the paper, a method for deriving the normal force equation is put forward by using the non-linear relationship between force and deformation in elastic mechanics. The two-point contact analytical models of all the meshing pairs are established to obtain the micro-displacement analytical model of CBPT under axial pre-tightening. Then, the non-real-time two-point contact analytical models of all the meshing pairs are further constructed to obtain the normal force expression to determine the critical compression coefficients. Experimental investigations are performed to verify the analytical model using the critical compression coefficients.

• Steel and Composite Structures
• /
• 제21권2호
• /
• pp.357-371
• /
• 2016

Column base connections are critical components in steel structures because they transfer axial forces, shear forces and moments to the foundation. Exposed column bases are quite commonly used in low- to medium-rise buildings. To investigate shear transfer in exposed column base plates, four large scale specimens were subjected to a combination of axial load (compression or tension) and lateral shear deformations. The main parameters examined experimentally include the number of anchor rod, arrangement of anchor rod, type of lateral loading, and axial force ratio. It is observed that the shear resisting mechanism of exposed column base changed as the axial force changed. When the axial force is in compression, the resisting mechanism is rotation type, and the shear force will be resisted by friction force between base plate and mortar layer. The specimens could sustain inelastic deformation with minimal strength deterioration up to column rotation angle of 3%. The moment resistance and energy dissipation will be increased as the number of anchor rods increased. Moreover, moment resistance could be further increased if the anchor rods were arranged in details. When the axial force is in tension, the resisting mechanism is slip type, and the shear force will be resisted by the anchor rods. And the shear resistance was reduced significantly when the axial force was changed from compression to tension. The test results indicated that the current design approach could estimate the moment resistance within reasonable acceptance, but overestimate the shear resistance of exposed column base.

• Journal of the Korean Association of Oral and Maxillofacial Surgeons
• /
• 제30권5호
• /
• pp.368-379
• /
• 2004

Distraction osteogenesis is a biologic process of new bone formation between the surfaces of bone segments that are gradually separated by incremental traction. Distraction osteogenesis is clinically applied as a new treatment modality of mandibular hypoplasia or bony defect area in maxillofacial area by many studies of distraction devices and method. But disadvantage of distraction osteogenesis shows unfavorably long consolidation period and relapse tendency. Therefore. this experiment was designed to investigate the effectiveness of combined application of distraction and compression force for improving of bone quality and shortening of treatment period during distraction osteogenesis. Twenty-one Sprague-Dawley rats with $300{\sim}350gm$ were used. These were divided into two group as distraction group and combination group was applied with compression force in the consolidation period. The rat were sacrificed for gross finding, radiographic and histologic findings. at 2, 4 weeks after distraction. The result were follow : 1. On radiographic finding, all experimental groups appeared more radiopacity than control groups both at 2, 4 weeks after distraction. 2. On histologic finding, trabeculae of bone and mature lamellar bone were showed increasingly in experimental group. Ossification occured rapidly. From this study, we may suggest that compression force application in consolidation period during distraction osteogenesis can be useful method improve bone quality and to shorten the treatment period. But more experimental and clinical studis are necessitated on effects of compression force application during distraction osteogenesis.

• 대한치과교정학회지
• /
• 제11권1호
• /
• pp.17-23
• /
• 1981

This experiment was performed to investigate the response of inorganic substances in alveolar bone in relation to the experimental tooth movement. Right canine in maxillary jaw was tipped in cats by coil springs generating 80 gm. force, in mandibular jaw, the force was 100 gm. force. Cats were divided into five groups and orthodontically treated for one hour, 1, 7, 14 and 28 days, respectively. Alveolar bone samples were obtained from tension and compression sites as well as from contralateral control sites. The level of calcium of alveolar bone was determined by atomic absorption spectrophotometry and inorganic phosphorus was measured by spectrophotometry. The results obtained were as follows: 1. In tension and compression site of maxillary alveolar bone, calcium levels were decreased at 1, 7 and 14 days, but recovered at 28 days. 2. The levels of inorganic phosphorus in compression site of maxillary alveolar bone had little change but in tension site of maxillary alveolar bone , phosphorous levels were decreased, 3. Calcium levels in tension and compression site of mandibular alveolar bone were decreased, especially at 28 days. 4. In tension and compression site of mandibular alveolar bone, inorganic phosphorus were slightly decreased from 1 day.

• Journal of Biosystems Engineering
• /
• 제21권1호
• /
• pp.52-59
• /
• 1996

In this study, the combined forces of electro-osmosis and compression were applied to cabbage dewatering and their effects were discussed. Nine treatments of combined forces consisting of three levels of voltage and compression were applied to chopped and macerated chinese cabbage placed in the experimental set-up consisted of cylinder-piston. The results showed that as both voltage and pressure increased the dewatering rates increased and the combined force of voltage and compression was a very effective means in the dewatering of chinese cabbage in which the largest dewatering rate difference, 72%, was found between the combined force of 30V with 68.2kPa and no voltage(0V) with 68.2kPa. However, no significant difference was found between the voltage of 0 and 10volts in 9.75kPa and the pressure of 68.2kP and 126.7kPa in 30volts. The maximum and minimum dewatering rate were 82% in the combined force of 30 volts of 126.7kPa and 8% in 0 volt of 9.75kPa, respectively. Within the experimental trials, it appeared that the best treatment combination would be pressure of 68.2kPa and voltage of 30V producing dewatering rate of 80ft in which the produced liquid contained about 1% solid. Employing this dewatering method as a pretreatment before drying process can contribute in considerable energy saving in agricultural wastes treatment.

• 폴리머
• /
• 제38권2호
• /
• pp.193-198
• /
• 2014

렌즈 그리고 DVD 등과 같은 성형품들은 우수한 광학적 특성을 필요로 한다. 일반사출성형 공정은 캐비티 내에 압력이 높고 큰 온도변화를 포함하게 되어 성형품에 큰 잔류응력이 남아 광학적 품질이 저하된다. 따라서 이와 같은 제품들은 성형 시 잔류응력을 최소화하기 위해 캐비티 내의 압력을 낮게 그리고 균일하게 조절할 수 있는 사출압축성형 공정을 사용하는 경우가 많다. 본 연구에서는 실험을 통하여 사출압축 성형품에 영향을 주는 성형인자를 분석하였다. 다수 캐비티 금형을 이용하여 캐비티 간 품질편차도 고찰하였다. 실험에 사용한 재료는 투명수지인 PC와 PS이었다. 사출압축성형의 실험에서 공정변수로는 압축거리, 압축속도, 압축력 그리고 압축지연시간을 이용하였다. 실험결과, 사출압축성형 공정 변수 중 압축력과 압축지연시간 그리고 압축거리가 광학적 특성에 크게 영향을 미쳤으며 그 정도는 수지에 따라 다르게 나타났다. 이러한 현상은 사출압축성형 시 수지마다 유동성에 따라 최적의 성형조건이 있음을 의미하는 것이다.