• Title/Summary/Keyword: T-joints

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A Study on the Residual Stress in the Welded Joints with Different Details (용접상세의 변화에 따른 용접이음부의 잔류응력에 관한 연구)

  • Lim, Cheong Kweon;Park, Moon Ho
    • Journal of Korean Society of Steel Construction
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    • v.10 no.4 s.37
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    • pp.709-720
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    • 1998
  • In order to study the distribution of welding residual stress through the plate thickness. experiment and analysis of fillet welding details were carried out. Especially, a residual stress in the weld root part of T-joint fillet weld whose measurement was difficult up to now was measured. By using the heat input and the number of the weld layers as parameters, the distribution of the 3-dimensional residual stress was investigated. As a result, we can say that with increasing the heat input, the residual stress in the weld toe and weld root barely changes. But, the area of the tensile residual stress became wide. Then, comparing a single pass with multi-pass weld method, it was found that the residual stress decreased more in multi-pass than in single pass. Moreover, it was found the thing that the area of tensile residual stress by multi-pass is lower than that by single-pass in the near weld part.

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Estimation of Attitude Control for Quadruped Walking Robot Using Load Cell (로드셀을 이용한 4족 보행로봇의 자세제어 평가)

  • Eom, Han-Sung
    • Journal of the Korea Institute of Information and Communication Engineering
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    • v.16 no.6
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    • pp.1235-1241
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    • 2012
  • In this paper, each driving motor for leg joints on a robot is controlled by estimating the direction of the legs measuring each joint angle and attitude angle of robot. We used quadruped working robot named TITAN-VIII in order to carry out this experimental study. 4 load cells are installed under the bottom of 4 legs to measure the pressed force on each leg while it's walking. The walking experiments of the robot were performed in 8 different conditions combined with duty factor, the length of a stride, the trajectory height of the foot and walking period of robot. The validity of attitude control for quadruped walking robot is evaluated by comparing the pressed force on a leg and the power consumption of joint driving motor. As a result, it was confirmed that the slip-condition of which the foot leave the ground late at the beginning of new period of the robot during walking process, which means the attitude control of the robot during walking process wasn't perfect only by measuring joint and attitude angle for estimating the direction of the foot.

A Study on Estimation of Infinite Fatigue Life in Cruciform Fillet Welded Joint (십자형 필릿 용접부에서의 무한 피로수명 평가에 관한 연구)

  • Lee, Yong-Bok
    • Journal of the Korean Institute of Gas
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    • v.17 no.1
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    • pp.19-25
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    • 2013
  • The joining methods of steel structures of gas facilities, bridges, ships etc. by welding are composed mostly of T-type or cruciform fillet welding and full penetration or partial penetration according to the uses and the shape of the structures. In this study, it was examined the characteristics of fatigue crack according to penetration depth in relation to material thickness in the cruciform fillet welded joints. From the results, it was investigated the safe design stresses within the range of infinite life. When the LOP length is long the range of infinite life is small with root failure and when the LOP length is short the range of infinite life is large with teo failure. For the specimen of material thickness, 20mm welded by 3 pass compared with 10mm, 15mm welded by 2 pass, the fatigue strength and the range of infinite life was more improved by increasing of notch toughness from formation of micro-ferrite acicular structure.

The Effect of Elastic Therapeutic Taping on Lower Limb Kinematics during a Cross Cutting Movement from Landing in Subjects with Chronic Ankle Instability (탄력 테이핑이 만성 발목 불안정 환자의 착지 후 방향 전환 시 하지 관절 움직임에 미치는 영향)

  • Jo, Tae-Seong;Kim, Tack-Hoon;Choi, Houng-Sik;Roh, Jung-Suk
    • Journal of the Korean Society of Physical Medicine
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    • v.12 no.4
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    • pp.1-9
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    • 2017
  • PURPOSE: This study investigated the effect that an elastic therapeutic taping treatment given to patients with chronic ankle instability had on the vertical ground reaction force, center of pressure, and range of motion in the ankle, knee and hip joints, during a Cross-cutting movement from landing. METHODS: This study analyzed 12 able-bodied adults and 12 patients with chronic ankle instability classified by using the Cumberland tool in the motion analysis laboratory, Hanseo University. The experiment was conducted under two conditions elastic taping and no treatment. In order to analyze the difference between the groups. An independent t-test was performed at p>.01. RESULTS: Plying an elastic therapeutic taping to the patients with chronic ankle instability significantly decreased the range of joint motion in the inversion of the ankle joint, the flexion of the knee joint, and the flexion and internal rotation of the hip joint during a cross-cutting movement from landing in comparison with the able-bodied adults p<.01. This restriction in the range of motion decreased the center-of-pressure trajectory length of patients with chronic ankle instability p>.01. CONCLUSION: An elastic therapeutic taping treatment given to patients with chronic ankle instability causes ankle stability to increase during a cross-cutting movement from landing.

Evaluation of Clamping Forces according to Length-to-diameter Ratios and Preserved Thread Lengths of High Strength Bolts (고력볼트의 길이-직경비 및 여유나사길이에 따른 조임력 평가 연구)

  • Kim, Sang Seup;Kim, Sung Yong;Kim, Kyu Suk
    • Journal of Korean Society of Steel Construction
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    • v.12 no.3 s.46
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    • pp.259-268
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    • 2000
  • In the friction-type joints the external applied load is transmitted by frictional force acting on the contact area of the plates fastened by the high strength bolts. This frictional force is proportional to the product of the bolt clamping force and slip coefficient of the faying surface. But the bolt clamping force is dependent on many factors when the turn-of-nut method is used. The preserved thread length and length-to-diameter ratios are one of the major factors governing the bolt clamping force. This paper presents the correct method of high strength bolt tightening through the experiment on the mechanical properties on sets of high strength bolts in accordance with preserved thread length and length-to-diameter ratios.

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A Study on Permeability Characteristics of Damaged Granite (화강암 공시체의 응력레벨에 따른 투수특성에 대한 연구)

  • Kim, Jong-Tae;Seiki, T.;Kang, Mee-A;Jeong, Gyo-Cheol
    • The Journal of Engineering Geology
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    • v.17 no.1 s.50
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    • pp.135-142
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    • 2007
  • Although rock itself has high strength or low permeability, engineering properties of rock masses are significantly influenced by discontinuities such as cracks and joints. Considered with possibility of groundwater flow in massive rock mass of deep subsurface, the connectivity of micro cracks should be analyzed as a conduit of ground-water flow. The objective of this study is to estimate permeability characteristics of granite dependent on damage process with application of joint distribution analysis and modeling of permeability analysis in rock masses. In case of average permeability coefficients, the modeling results based on micro cracks data are well matched with the results from permeability tests. Based on the visualization result of three dimensional model, the average permeability coefficients through the discharge plane have a positive relationship with the number of microcrack induced by rock damage.

The influence of Self-efficacy on Activities of Daily Living in Patients with Rheumatoid Arthritis (류마티스 관절염환자의 자기효능감에 따른 질병상태와 일상활동의 정도)

  • Lee, Hae Ran;Park, Jeong Sook
    • Korean Journal of Adult Nursing
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    • v.12 no.1
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    • pp.5-16
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    • 2000
  • The aim of this study was to investigate the differences in the level of disease condition and ADL by self-efficacy in patients with rheumatoid arthritis. The subjects of the study consisted of eighty-four outpatients with rheumatoid arthritis at a university hospital in Taegu between July 20, 1999 and August 25, 1999. The instruments used in this study were the self-efficacy developed by Lorig et al. (1989), the pain scale developed by Lee and Song(1987), the erythrocyte sedimentation rate(ESR), the pain joint count to measure disease condition scale, and the ADL scale developed by Katz et al. (1970) and Barthel(1973). Analysis of data was done by use of descriptive statistics: Pearson Correlation, Chi-square test, t-test, ANOVA and Scheffe, with the SPSS program. The major findings can be summarized as follows: 1. The first hypothesis, "There will be differences in the level of disease condition by self-efficacy in patients with rheumatoid arthritis" was partially supported. 1-1. "There will be differences in the level of pain by self-efficacy in patients with rheumatoid arthritis" was supported(F=3.422, p=.037). 1-2. "There will be differences in the level of ESR by self-efficacy in patients with rheumatoid arthritis" was the Disease Condition and supported (F=3.314, p=.041). 1-3. "There will be differences in the level of pain joints count by self-efficacy in patients with rheumatoid arthritis" was rejected(F=2.602, p=.080). 2. The second hypothesis, "There will be differences in the level of ADL by self-efficacy in patients with rheumatoid arthritis" was supported(F=7.067, p=.001). With the above results, it can be concluded that the higher level of self-efficacy contributed to the better level of disease condition and ADL in patients with rheumatoid arthritis. Therefore, by providing nursing intervention to promote the level of self-efficacy of rheumatoid arthritis patients with low self-efficacy, disease condition and ADL would be much better.

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Experimental Study on Double Skin Composite Walls Subjected to Cyclic Loading (주기하중을 받는 이중강판합성벽의 실험연구)

  • Eom, Tae Sung;Park, Hong Gun;Kim, Jin Ho;Chang, In Hwa
    • Journal of Korean Society of Steel Construction
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    • v.20 no.2
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    • pp.289-301
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    • 2008
  • Double skin composite (DSC) wall is a structural wall that is filed with concrete between two steel plate skins connected by tie bars. This type of wall was developed to enhance the structural performance of wall, to reduce wall thickness, and to enhance constructibility, eliminating the use of formwork and re-bars. In this study, cyclic tests were performed to investigate the inelastic behavior and earthquake resistance of isolated and coupled DSC walls with rectangular and T-shapedcross-sections. The DSC walls showed stable cyclic behaviors, exhibiting excellent energy dissipation capacity. The te st specimens failed by the tensile fracture of welded joints at the wall base and coupling beam and by the severe local buckling of the steel plate. The deformation capacity of the walls varied with the connection details at the wall base and their cross-sectional shapes. The specimens with well-detailed connections at the wall base showed relatively god deformation capacity ranging from 2.0% to 3.7% drift ratio. The load-carrying capacities of the isolated and coupled wall specimens were evaluated considering their inelastic behavior. The results were compared with the test results.

Analysis of Muscular Activity of Tibialis Anterior Muscle and Gastrocnemius Muscle in Functional Reach Test of Elderly According to Different Surfaces (기능적 팔 뻗기 시 지면에 따른 앞정강근과 장딴지근의 근활성도 비교)

  • Park, Jeong-Seo;Nam, Yeon-Kyeong;Kim, Moon-Jeong;Yoon, Se-Won
    • Journal of the Korean Academy of Clinical Electrophysiology
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    • v.9 no.2
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    • pp.25-30
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    • 2011
  • Purpose : This study aims to examine the changes of muscle activity of the tibialis anterior muscle and the gastrocnemius muscle on the ground and unstable ground for functional reach test. Methods : This study chose 24 elderly men and 24 elderly women who could walk independently, reach their arm over 25 cm, show shoulder joint $90^{\circ}$ flexion, had no operations on lower limb joints, and don't take medication affecting the ability to keep balance. Muscular activity of the tibialis anterior muscle and the gastrocnemius muscle was measured using functional reach test and electromyogram. Functional reach test was conducted at a total of four sections, 0cm, 15cm, 20cm, and 25cm. Results : It was known that the gastrocnemius muscle was used more than the tibialis anterior muscle to keep balance and the elderly with good balance ability showed no great change of muscular activity on both the stable and unstable ground. Conclusion : It was found that the subjects used their gastrocnemius muscle more and lower limbs of frequently used parts to keep their balance. As the elderly have good balance ability, they showed no great change of muscular activity on both the stable and unstable ground.

Evaluation on the leakage of ground-water through fractured rock under a spillway (여수로 구조물 하부 암반 내 발달한 절리들을 통한 지하수 누수량 분석)

  • Kim, Hyoung-Soo;Lee, Ju-Hyun;Jeong, Ui-Jin;Lee, Joong-Woo
    • Proceedings of the Korean Geotechical Society Conference
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    • 2006.03a
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    • pp.69-74
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    • 2006
  • Recently, spillways are need to control stable water level for supporting main dams because of floods by unusual change of weather such as Typhoon Rusa. This study has been focused on the amount of leakage through the rock mass distributed fractures and joints under the opened emergency spillway. It is very important to evaluate the amount of leakage as these affect stability of spillway by interaction between effective stress and pore pressure. The commercial program MAFIC has been used for analyzing groundwater flow in fractured rock mass. The results showed that the values of range, average and deviation of leakage were $2.85\sim\;3.79\times10^{-1}$, $3.32\times10^{-1}$ and $1.70\times10^{-2}\;m^3/day/m^2$ respectively. Secondary, we have estimated the effect of grouting after the transmissivity$(T_f)$ of joint 1 as main pathway of leakage known from above results was changed from $1.78\times10^{-7}$ to $1.59\times10^{-9}\;m^2/s$. The results showed that the values of range, average and deviation of leakage were $7.80\times10^{-4}\sim1.53\times10^{-3}$, $1.18\times10^{-3}$ and $1.32\times10^{-4}\;m^3/day/m^2$ respectively. As the result, the amount of leakage after grouting has been decreased by a ratio of 1 to 277.

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