• 대한기계학회논문집A
• /
• 제36권12호
• /
• pp.1663-1668
• /
• 2012

가압경수로 핵연료의 구조부품인 지지격자체는 홈이 있는 격자 스트랩들을 끼우고, 끼워진 교차부위를 용접한 구조물이다. 원자로 비정상 운전중에 원자로의 긴급정지가 가능하도록 하기 위해 지지격 자체는 충분한 횡방향 충격강도를 갖도록 설계되어야 한다. 지지격자체의 횡방향 충격강도 해석에 대한 예전의 연구는 모재의 물성치만을 사용하여 수행되었다. 본 연구에서는 지지격자체 용접부에 모재 물성치를 사용하는 대신 용접물성치를 사용할 경우에 지지격자체 횡방향 충격강도에 미치는 영향을 조사하였다. 계장형 압입시험법으로부터 얻은 용접물성치를 용접부에 적용한 해석을 수행하였고, 그 해석 결과를 예전 연구결과와 비교하였다.

• 한국안전학회지
• /
• 제16권1호
• /
• pp.59-64
• /
• 2001

Even though there is a guideline for the required strength of pipe support in inspection, it does not mean the nominal strength which can be used for the form work design. And, Concrete Specification defines that the pipe support should be designed according to the steel design guidelines but the design details are not provided, such as buckling length and the sectional modulus, etc. For the better prediction of strength of pipe support, the slenderness ratio of support which reflects the boundary condition should be considered. In this paper, the elastic buckling formula based on the slenderness is derived. The formula contains the strength reduction factor that consider the strength deduction caused by initial lateral deformation and is 0.65 consistently regardless of boundary conditions. And the coefficient of effective buckling length is calculated from the experiment.

• 한국강구조학회 논문집
• /
• 제17권5호통권78호
• /
• pp.605-615
• /
• 2005

수평하중을 받는 콘크리트충전 각형강관 기둥의 축력과 변형능력의 관계를 조사하기 위하여 실험 및 해석적 연구를 수행하였다. 36개 기둥으로 구성된 실험 시리즈는 일정 축하중과 수평하중 하에서 반복실험을 실시하였다. 반복 수평하중을 받는 기둥이 저항할 수 있는 축하중을 보증내력 한계축력이라고 규정하였으며, 해석 모델은 수평하중을 받는 캔틸레버 기둥을 모델화하였다. 반복 횡하중을 받는 기둥의 축하중을 누적보증내력 한계축력이라고 정의하였다. 본 연구의 목적은 주어진 동일부재각에 부합하는 축력과 수평하중을 받는 콘크리트 충전강관 기둥의 보증내력 한계축력을 연구하기 위한 것이며, 두 번째는 콘크리트 충전강관 기둥의 누적보증내력 한계축력과 보증내력 한계축력의 비교가 본 연구의 목적이다.

• 대한물리의학회지
• /
• 제15권2호
• /
• pp.75-81
• /
• 2020

PURPOSE: The purpose of this study was to investigate the effect of taping method using elastic tape and non-elastic tape on pain, grip strength and muscle activity in middle-aged female patients with lateral epicondylitis. METHODS: The subjects were 40- to 50-year-old female patients with lateral epicondylitis. A total of 22 subjects were divided into two groups, and each group had 11 patients. The intervention was carried out three times a week for 4 weeks. One group applied tape using elastic tape (ETG) while the other group applied tape using non-elastic tape (NETG). The measurement factors were pain, grip strength, and muscle activity. Pain was measured using VAS. Grip strength was measured using a grip dynamometer, and muscle activity was measured using EMG in the affected extensor carpi radialis brevis. Changes in interventions were compared among the groups using a paired t-test. The comparison between groups compared delta values (Changed values) between pre- and post-intervention using an independent t-test. RESULTS: In both groups, there was a statistically significant decrease in VAS. However, there was no statistically significant decrease in the delta value of VAS between ETG and NETG. In both groups, grip strength and muscle activity increased after intervention. There were statistically significant differences in delta values between ETG and NETG. CONCLUSION: Taping is a good intervention method for patients with lateral epicondylitis. Both elastic tape and non-elastic tape were effective. In particular, taping using elastic tape is an effective method for improving muscle function with pain reduction.

• International Journal of Naval Architecture and Ocean Engineering
• /
• 제11권1호
• /
• pp.396-408
• /
• 2019

The tubes which are applied in jacket platforms as the supporting structure might be collided by supply vessels. Such kind of impact will lead to plastic deformation on tube members. As a result, the ultimate strength of tubes will decrease compared to that of intact ones. In order to make a decision on whether to repair or replace the members, it is crucial to know the residual strength of the tubes. After being damaged by lateral impact, the simply supported tubes will definitely loss a certain extent of load carrying capacity under uniform axial compression. Therefore, in this paper, the relationship between the residual ultimate strength of the damaged circular tube by collision and the energy dissipation due to lateral impact is investigated. The influences of several parameters, such as the length, diameter and thickness of the tube and the impact energy, on the reduction of ultimate strength are investigated. A series of numerical simulations are performed using nonlinear FEA software LS-DYNA. Based on simulation results, a non-dimensional parameter is introduced to represent the degree of damage of various size of tubes after collision impact. By applying this non-dimensional parameter, a simplified formula has been derived to describe the relationship between axial compressive residual ultimate and lateral impact energy and tube parameters. Finally, by comparing with the allowable compressive stress proposed in API rules (RP2A-WSD A P I, 2000), the critical damage of tube due to collision impact to be repaired is proposed.

• 한국강구조학회 논문집
• /
• 제11권1호통권38호
• /
• pp.69-78
• /
• 1999

구조물이 지진과 같은 수평력을 받으면 골조의 기둥은 횡이동을 하게 되고 이 횡이동이 크면 골조는 불안정 좌굴, 초기항복, 골조전체의 강성이 감소하게 된다. 본 연구에서는 이러한 골조의 기둥이 횡이동에 의해 수평력과 축력을 동시에 받는 강골조를 대상으로하여 골조강성의 저하, 보와 기둥의 상대적인 강성비, 세장비효과, 하중조건 등을 고려한 다양한 해석모델을 상정하여 수치해석을 실시했다. 그 해석결과를 분석하여 강골조의 최대수평내력을 평가하고, 기둥의 세장비 제한치를 구하는 절차에 대해서도 검토한다. 해석에 있어서는, 골조의 $P-{\Delta}$효과를 고려해서 기발표된 저자의 탄소성해석법을 이용하여 일정한 축력하에 점증의 수평력을 골조에 가했으며, 최대내력후의 해법으로서 일반역행렬을 응용했다.

• 한국강구조학회 논문집
• /
• 제19권5호
• /
• pp.463-472
• /
• 2007

본 연구에서는 균일한 휨모멘트가 작용하는 파형강판 복부판 I-거더의 횡-비틂 좌굴강도에 관하여 이론적 접근 및 유한요소해석을 이용하여 연구를 수행하였다. 횡-비틂 좌굴 강도는 박판 구조를 갖는 I-단면의 휨부재를 설계 하는데 중요한 인자이다. 하지만 파형강판 복부판 I-거더의 뒴비틀림 상수와 같은 비틀림 거동에 대한 이해가 현재까지는 부족한 실정이며, 이에 대한 연구가 필요하다. 본 연구에서는 휨 및 순수 비틀림 상수를 기존 연구자들의 결과를 이용하여 요약하였으며, 그 후 파형강판 복부판 I-거더 단면의 전단 중심의 위치와 뒴비틀림 상수를 유도하였다. 이러한 단면 상수들을 이용하여 파형강판 복부판 I-거더의 횡-비틂 좌굴 강도를 결정하였으며, 유한요소해석을 수행하여 제안된 파형강판 복부판 I-거더의 횡-비틂 좌굴 강도를 검증하였다. 마지막으로 파형강판의 기하학적 제원이 횡-비틂 좌굴강도에 미치는 영향에 관하여 연구를 수행하였다.

• PNF and Movement
• /
• 제21권1호
• /
• pp.139-146
• /
• 2023

Purpose: The aim of this study is to provide basic information to create an efficient training program to improve shoulder stability and function in patients with injuries and in patients having undergone surgery of the supraspinatus and infraspinatus muscles, which have a relatively high incidence of injury in shoulder joint disease. Further, independent activities of the supraspinatus and infraspinatus muscles were investigated according to forearm rotation and the neutral and lateral rotation postures. Methods: The activities of the supraspinatus and infraspinatus muscles were measured using surface electromyography in 22 healthy adults in Busan, and isokinetic muscle strength measurement equipment was used to measure muscle strength during shoulder lateral rotation. The subjects performed lateral rotation of the shoulder in three different forearm postures (neutral, supine, prone) to measure shoulder muscle activity and lateral rotation strength. Results: The independent activity ratio (% Isolation) of the supraspinatus and infraspinatus muscles during lateral rotation of the shoulder joint demonstrated a significant difference (p<0.05) according to the change in forearm posture. Conclusion: The supraspinatus muscle showed independent activity ranging from highest to lowest in the order of pronation, neutral, and supination of the forearm, while the independent activity of the infraspinatus muscle ranged from highest to lowest in the order of neutral, supination, and pronation of the forearm. Therefore, the most active forearm positions for the supraspinatus and infraspinatus muscles are pronation and neutral, respectively.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2000년도 봄 학술발표회 논문집
• /
• pp.387-392
• /
• 2000

This paper presents an experimental study on the behavior of high strength concrete columns confined by rectangular ties under combined axial load lateral load. This test was carried on the twelve reinforced concrete columns with $200\times200\times200$mm size subjected to combined axial load and lateral load. Effects of key variables such as the axial load level, the tie yield strength, the longitudinal reinforcement ratio are studied in this research program. The results of this study show that the efficiency of high strength lateral ties increase under high axial load level over 0.4f(아래첨자) A(아래 첨자). Also we found that well confined concrete column shows second peak monent after spalling of cover concrete under high axial load level.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2000년도 봄 학술발표회 논문집
• /
• pp.657-662
• /
• 2000

This paper presents the results from experimental study that investigated to explore the load transfer characteristics of post-tensioning anchorage zones. The experimental program investigated the primary variables which affect the ultimate load, lateral strains and crack width: concrete compressive strength, details of reinforcement and shape of anchorage. Through this research, it was found that the governing factor of the ultimate load was not compressive cylinder strength but tensile splitting strength. Ultimate load was increased and lateral strain was decreased as the ratio of spiral increased because the lateral expansion of th concrete inside the spiral was restrained by the spiral. Furthermore, the shape of anchorage which can diminish the wedge effect of anchorage and disperse the anchorage force in various depths was more effective.