• Title/Summary/Keyword: sound stress

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Approach-avoidance, Stress Response, and Body Temperature of Dogs Following Removal of the Mamillary Bodies (유두체를 떼어버린 개의 접근-회피반응, 스트레스에 대한 반응 및 체온 변동)

  • Kim, Chul;Park, Rho-Soon
    • The Korean Journal of Physiology
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    • v.2 no.1
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    • pp.1-8
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    • 1968
  • As a continuation of a series of work on the physiology of the mamillary bodies, 3 experiments were carried out using 8 pointer dogs subjected surgical removal of this hypothalamic structure by subtemporal approach. In the first experiment, animals were tested per- and postoperatively in approach-avoidance situation. Food served as incentive, electric shock to the tongue as punishment, and response latency of postpunishment trial as an index of fear. The second experiment dealt with per- and postoperative tests in stress situation. A high frequency sound (12,000 cycle, 100 db sound for 1 hour) was regarded as a stressor, and decrease in blood eosinophil cell count as an index of response th the stress. Pre- and postoperative measurement of rectal temperature was carried out in the third experiment, using a clinical thermometer with decimal centigrade scale. The results obtained were as follows: 1. Tests in approach-avoidance situation showed no indication of increased or decreased fear response following removal of the mamillary bodies. 2. Postoperative stress response was as marked as that of preoperative period, but the recovery from the stress was significantly retarded after surgery. 3. The body temperature dropped slightly, but significantly following damage to the mamillary bodies.

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Winkler Springs (p-y curves) for pile design from stress-strain of soils: FE assessment of scaling coefficients using the Mobilized Strength Design concept

  • Bouzid, Dj. Amar;Bhattacharya, S.;Dash, S.R.
    • Geomechanics and Engineering
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    • v.5 no.5
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    • pp.379-399
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    • 2013
  • In practice, analysis of laterally loaded piles is carried out using beams on non-linear Winkler springs model (often known as p-y method) due to its simplicity, low computational cost and the ability to model layered soils. In this approach, soil-pile interaction along the depth is characterized by a set of discrete non-linear springs represented by p-y curves where p is the pressure on the soil that causes a relative deformation of y. p-y curves are usually constructed based on semi-empirical correlations. In order to construct API/DNV proposed p-y curve for clay, one needs two values from the monotonic stress-strain test results i.e., undrained strength ($s_u$) and the strain at 50% yield stress (${\varepsilon}_{50}$). This approach may ignore various features for a particular soil which may lead to un-conservative or over-conservative design as not all the data points in the stress-strain relation are used. However, with the increasing ability to simulate soil-structure interaction problems using highly developed computers, the trend has shifted towards a more theoretically sound basis. In this paper, principles of Mobilized Strength Design (MSD) concept is used to construct a continuous p-y curves from experimentally obtained stress-strain relationship of the soil. In the method, the stress-strain graph is scaled by two coefficient $N_C$ (for stress) and $M_C$ (for strain) to obtain the p-y curves. $M_C$ and $N_C$ are derived based on Semi-Analytical Finite Element approach exploiting the axial symmetry where a pile is modelled as a series of embedded discs. An example is considered to show the application of the methodology.

Evaluation of Chloride Diffusion Coefficients in Cold Joint Concrete Considering Tensile and Compressive Regions (인장 및 압축영역에서 콜드조인트 콘크리트의 염화물 확산계수 평가)

  • Mun, Jin-Man;Kwon, Seung-Jun
    • Journal of the Korea Concrete Institute
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    • v.28 no.4
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    • pp.481-488
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    • 2016
  • Concrete member has been subjected to dead and live loads in use, and the induced stress can affect not only structural but also durability behavior. In mass concrete construction, construction joint are required, however cold joint usually occur due to poor surface treatment and delayed concrete placing. The concrete with joint is vulnerable to both shear stress and chloride ingress. This paper presents a quantitative evaluation of cold joint and loading conditions on chloride diffusion behavior. With increasing tensile stress from 30% to 60%, chloride diffusion coefficient gradually increases, which shows no significant difference from result in the sound concrete. However chloride diffusion coefficient under 30% level of compressive stress significantly increases by 1.70 times compared with normal condition. Special attention should be paid for the enlarged diffusion behavior cold joint concrete under compressive stress.

Stress response of black rock fish according to adapted time in measurement of auditory threshold (청각문턱치 측정에서 순응시간에 따른 조피볼락의 스트레스 반응)

  • Lee, Chang-Heon
    • Journal of the Korean Society of Fisheries and Ocean Technology
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    • v.45 no.4
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    • pp.260-266
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    • 2009
  • In order to obtain the fundamental data for the marine ranch, this paper was carried out to investigate cortisol variation in blood according to adapted time in the measurement of auditory threshold. The groups were adapted at the experimental tanks for 0.5, 1, 3 and 6 hours, respectively. At the results, cortisol concentration had a deep connection with adapted time. In particular, cortisol concentration in the experimental group of 1 hour was significantly increased, whereas others showed no difference comparing with the control group. When classical conditioning method with the sound coupled with a delayed electric shock was given after the adapted time of 1 hour and 6 hours, the rate of the conditioning completion for 6 hours was higher than that of 1 hour. Therefore, this suggests that the sufficient adapted time was required for the accurate auditory threshold.

The Weldability of Aluminum Ball in Electrolyte Injection Hole by Nd:YAG Laser (리튬이온전지의 전해액 주입구 볼에 대한 Nd:YAG 레이저 용접성)

  • Kim, Jong-Do;Yoo, Seung-Jo;Kim, Jang-Soo
    • Proceedings of the Korean Society of Marine Engineers Conference
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    • 2005.11a
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    • pp.25-26
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    • 2005
  • This study suggested the occurrence source of weld-defects and its solution methods in a welding of Electrolyte injection hole by pulsed Nd:YAG laser. In experiment, the ramp down was used in order that solidification crack was removed. Furthermore, shrinkage stress and heat input were reduced by changing of weld trajectory and defocused distance. As a results of a experiment, a sound weld bead shape and crack-free weld bead can be obtained.

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The Weldability of Aluminum Ball in Electrolyte Injection Hole by Nd:YAG Laser (리튬이온전지의 전해액 주입구 볼에 대한 Nd:YAG 레이저 용접성)

  • Kim, Jong-Do;Yoo, Seung-Jo;Kim, Jang-Soo
    • Journal of Advanced Marine Engineering and Technology
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    • v.30 no.6
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    • pp.740-745
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    • 2006
  • This study suggested the occurrence source of weld-defects and its solution methods in a welding of Electrolyte injection hole by pulsed Nd:YAG laser. In experiment, the ramp down was used in order that solidification crack was removed. Furthermore. shrinkage stress and heat input were reduced by changing of weld trajectory and defocused distance. As a results of a experiment, a sound weld bead shape and crack-free weld bead can be obtained. In conclusion this show that the welding stability is greatly affected by modulation of laser pulse shape for the same laser energy and welding parameters.

A Study on a Quantitative Measurement of Contact Pressure Between two Rough Flat SurFaces by Means of Ultrasonic Waves. (초음파를 이용한 이체 평면접촉부의 정량적인 접촉압력 측정에 관한 연구)

  • 김경모;정인성
    • Journal of the Korean Society of Safety
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    • v.5 no.3
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    • pp.8-26
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    • 1990
  • It is important to have exact information about the contact pressure distribution in the design of connected parts of machines and structures. In previous works, stress analyses on a two body contact problem have been carried out in large numbers. Besides, the measurement of contact stress is important to confirm the adequateness of the theoretical analysis, to verify appropriateness of Hertzian contact theory and to know the practical pressure distribution, but an excellent measuring method con't be found at present. Therefore, a quantitative measurement of contact pressure by means of ultrasonic waves using a normal probe and an angle has been proposed to measure the contact pressure distribution between two rough flat surfaces. At first, in a new proposed calibration method, the relation between mean contact pressure and sound pressure of reflected waves is obtained by using calibration blocks with various surface roughnesses made of the same material as the rectangular section beams And then, this experimental results are compared with the analytical ones, and the utility of this method is discussed.

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A Study on Structural Safety and Advanced Efficiency for a Drywell Type Reducer (누유방지형 감속기의 구조적 안전성 및 토크효율 향상에 관한 연구)

  • Oh, Sang-Yeob
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.35 no.11
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    • pp.1399-1406
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    • 2011
  • The reducer of the mixer is one of the main parts of the processor used for water and wastewater treatment. In this study, an advanced reducer with a drywell structure was developed in order to prevent oil leakage during operation in the field. During the development of the advanced reducer prototype, a mockup, a metal mold, and a cast were made using CAD and a CNC machine. The structural safety of the reducer prototype's lower housing (drywell structure) was checked using the ALGOR commercial FEM analysis code, which yielded a von Mises stress of about 123 N/mm2, which is below the yield stress of 250 N/$mm^2$, and a natural frequency of about 650-700 Hz. In addition, the torque transmission efficiency for the advanced prototype was 95.87%, which is about 8% more than that found in a previous study, 88.45%, and the sound level was below 75 dB. Furthermore, no oil leakage or abnormal sound or vibration occurred. Therefore, an optimally designed advanced reducer prototype has been successfully developed.

Fracture Resistance and Stress Distribution of All Ceramic Crowns with Two Types of Finish Line on Maxillary First Premolar (상악 제1소구치에서 전부도재관의 finish line 형태에 따른 파절강도와 응력 분포에 관한 연구)

  • Lee, Sang-Kwon;Dong, Jin-Keun
    • Journal of Dental Rehabilitation and Applied Science
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    • v.19 no.3
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    • pp.219-237
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    • 2003
  • he purpose of this study was to compare the fracture resistance of the IPS Empress ceramic crown with 1.0mm width rounded shoulder, which is usually recommended in all ceramic crown, and 0.5mm width chamfer finish lines on the maxillary first premolar. 30 sound maxillary first premolars were selected and then storaged in 5% NaOCl and saline. 15 teeth were performed preparation for each group(1.0mm rounded shoulder, 0.5mm chamfer). After 30 stone dies were made for each group, the IPS Empress ceramic crowns were fabricated and cemented with resin cement(Bistite resin cement, Tokuyama Soda Co. LTD., Japan) on the natural teeth. The cemented crowns were mounted on the positioning jig and the universal testing machine(Zwick Z020, Zwick Co., Germany)was used to measure the fracture strength, with stress loading on the occlusal surface between buccal and lingual cusp. And also, three-dimensional finite element model was used to measure the stress distribution with two types of the finish lines(1.0mm rounded shoulder, 0.5mm chamfer) and two loading conditions(both buccal and lingual cusp inclination, lingual cusp inclination only). The result of the this study were as follows. In the fracture resistance experiment according to the finish line, the mean fracture strength of rounded shoulder(842N) showed higher value than that of the chamfer(590N) (p<0.05). In the three dimensional finite element analysis of all ceramic crown, metal die and natural teeth model did not show any differences in stress distribution between finish lines. Generally, when force was loaded on the occlusal inclination of buccal and lingual cusp, the stress was concentrated on the loading point and the central groove of occlusal surface. When force was loaded only on the occlusal inclination of lingual cusp, the stress was concentrated on the lingual finish line and loading point.

Effects of loading conditions and cold joint on service life against chloride ingress

  • Yang, Keun-Hyeok;Mun, Ju-Hyun;Yoon, Yong-Sik;Kwon, Seung-Jun
    • Computers and Concrete
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    • v.22 no.3
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    • pp.319-326
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    • 2018
  • RC (Reinforced Concrete) members are always subjected to loading conditions and have construction joints when constructed on a big scale. Service life for RC structure exposed to chloride attack is usually estimated through chloride diffusion test in sound concrete, however the test is performed without consideration of effect of loading and joint. In the present work, chloride diffusion coefficient is measured in concrete cured for 1 year. In order to evaluate the effect of applied load, cold joint, and mineral admixtures, OPC (Ordinary Portland Cement) and 40%-replaced GGBFS (Ground Granulated Blast Furnace Slag) concrete are prepared. The diffusion test is performed under loading conditions for concrete containing cold joint. Investigating the previous test results for 91 days-cured condition and the present work, changing diffusion coefficients with applied stress are normalized considering material type and cold joint. For evaluation of service life in RC continuous beam with 2 spans, non-linear analytical model is adopted, and service life in each location is evaluated considering the effects of applied stress, cold joint, and GGBFS. From the work, varying service life is simulated under various loading conditions, and the reduced results due to cold joint and tensile zone are quantitatively evaluated. The effect of various conditions on diffusion can provide more quantitative evaluation of chloride behavior and the related service life.