• 제목/요약/키워드: Confinement stress

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Effects of Confinement and Transport Stress on Physiological Condition in Olive Flounder (Paralichthys olivaceus)

  • Hur, Jun-Wook;Park, Cheol-Young;Chang, Young-Jin;William H. Neill
    • 한국양식학회:학술대회논문집
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    • 한국양식학회 2003년도 추계학술발표대회 논문요약집
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    • pp.105-106
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    • 2003
  • Physiological responses (cortisol, glucose, lactic acid, osmolality and hematology) of olive flounder (Paralichthys olivaceus) to stressors associated with confinement and subsequent transport were investigated. Specimens were subjected to confinement stress for 3 h, prior to transport for 15 h. Two different size cohorts of the fish, large (839.6$\pm$162.7 g) and small (98.2$\pm$14.8 g), were used. Experimental cohorts of the fish were divided into 3 groups for blood sampling: group A, sampled at the beginning of confinement and 3 h before transport (BT, -3 h), after confinement and at the beginning of transport (BT, 0 h), 3 h after transport had begun (AT, 3 h), and after 15 h transport (AT, 15 h); group B, sampled at BT, 0 h, at AT, 3 h, and at AT, 15 h; and, group C, sampled at AT, 3 h, and at AT, 15 h. In the cohort of large fish, plasma cortisol levels of the A group were increased over time, from 4.2 ng/ml (BT, -3 h), to 92.0 ng/ml (BT, 0 h), 118.5 ng/ml (AT, 3 h) and 105.5 ng/ml (AT, 15 h). A similar pattern was evident in the B group, in which cortisol increased from 47.5 ng/ml (BT, 0 h) to 53.5 ng/ml (AT, 15 h); and, for the C group, in which cortisol increased from 43.5 ng/ml (AT, 3 h) to 71.5 ng/ml (AT, 15 h). Glucose levels of the A group also were significantly increased, from 39.5 mg/dl (BT, -3 h), to 121.0 mg/dl (BT, 0 h), 298.0 mg/dl (AT, 3 h) and 260.5 mg/dl (AT, 15 h). Lactic acid levels increased markedly during transport, from less than 1 mmol/L (BT, 0 h) to 12.0 mmol/L (AT, 15 h). Plasma osmolality increased from 405.5 mOsm/kg (BT, -3 h, for group A) to values near 500 mOsm/kg subsequent to confinement and transport. In the small-size cohort, plasma cortisol, glucose, lactic acid and osmolality levels showed similar but less pronounced trends than those observed for the large-size cohort. This research provides baseline data on cortisol, glucose, lactic acid, osmolality and hematological responses to confinement and transport, which should be useful to aquaculturists working with olive flounder and to scientists studying other flatfish species.

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Composite action of hollow concrete-filled circular steel tubular stub columns

  • Fu, Qiang;Ding, Fa-xing;Zhang, Tao;Wang, Liping;Fang, Chang-jing
    • Steel and Composite Structures
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    • 제26권6호
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    • pp.693-703
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    • 2018
  • To better understand the influence of hollow ratio on the hollow concrete-filled circular steel tubular (H-CFT) stub columns under axial compression and to propose the design formula of ultimate bearing capacity for H-CFT stub columns, 3D finite element analysis and laboratory experiments were completed to obtain the load-deformation curves and the failure modes of H-CFT stub columns. The changes of the confinement effect between core concrete and steel tube with different hollow ratios were discussed based on the finite element results. The result shows that the axial stress of concrete and hoop stress of steel tube in H-CFT stub columns are decreased with the increase of hollow ratio. AfteGr the yield of steel, the reduction rate of longitudinal stress and the increase rate of circumferential stress for the steel tube slowed down. The confinement effect from steel tube on concrete also weakened slowly with the increase of hollow ratio. Based on the limit equilibrium method, a simplified formula of ultimate bearing capacity for the axially loaded H-CFT stub columns was proposed. The predicted results showed satisfactory agreement with the experimental and numerical results.

적층성을 띤 CFS로 보강된 원형 콘크리트 기둥의 보강효과 해석 (Strengthening Effect Analysis of Circular Concrete Column Strengthened with Laminated CFS)

  • 이상호;허원석
    • 콘크리트학회논문집
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    • 제11권3호
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    • pp.89-100
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    • 1999
  • The purpose of this study is to develop an analytic model of the concrete column strengthened with laminated CFS, and to provide a basic guideline for the strengthening design by CFS considering orthotropic properties of laminate. In this study, an analytical stress-strain model of laminated CFS is presented based on Tsai-Hill failure criterion. This model has been implemented in an algorithm which can evaluate the confinement effect of CFS. Through this algorithm, the stress-strain relationship of confined concrete is obtained and compared with experimental results of other studies. Using the constitutive relationships, section analyses of concrete column strengthened with CFS are done, and load-moment and load-curvature interaction curves are obtained. In addition, the strengthening effects of CFS according to various laminated angles are analyzed. Analytical results show that the strengthening effects of the strengthened concrete columns are significantly different in compression, flexure, and ductility according to the laminated ways. In compressive direction of principal stress shows the superiority, where an in flexural strengthening effects, [0/90]s does. In the aspect of ductility, [90]s shows the best effect.

FRP로 횡구속된 콘크리트의 응력-변형률 거동 특성 (Stress-Strain Behavior Characteristics of Concrete Cylinders Confined with FRP Wrap)

  • 이대형;김영섭;정영수
    • 콘크리트학회논문집
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    • 제19권2호
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    • pp.135-144
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    • 2007
  • 최근에 노후화된 콘크리트 구조물의 보수 보강 방법으로 FRP를 이용한 보강이 효과적인 것으로 알려지고 있다. 본 연구의 목적은 FRP로 보강된 콘크리트 실린더의 거동을 실험적으로 조사하고자 하는 것이다. 실험 변수로는 콘크리트의 압축강도, FRP재료의 종류 및 구속비이다. 본 연구에서 아라미드, 탄소 및 유리섬유로 보강된 콘크리트의 성능을 압축강도 실험을 통한 연구 결과를 보이고 있다. 이를 위해 축방향 하중, 축방향 및 횡방향 변형률을 측정하였다. 본 연구를 통하여 콘크리트의 강도와 횡방향 변형률과 횡방향 구속응력의 비로 정의되는 구속비가 구속 콘크리트의 응력-변형률을 결정하는 주요 인자인 것으로 나타났다. FRP로 더 많은 보강을 한 실험체는 우수한 구속력으로 인한 강도의 증가를 야기하였다. 고강도 콘크리트의 경우 FRP에 의한 보강으로 구속력의 증가이 증가되더라도 실험체의 압축변형률이 감소하여 취성파괴의 경향을 보였다. 구속된 콘크리트의 파괴는 FRP 재료의 극한 변형률 보다 낮은 변형률에서 FRP의 파단으로 시작되어 콘크리트의 파괴에 도달하였다.

횡구속 재료변화에 따른 고성능 콘크리트의 역학적 특성에 관한 실험적 연구 (An Experimental Study on the Mechanical Properties of High Performance Concrete with Material for Lateral Confinement)

  • 김은호;정덕우;홍상희;윤기원;한천구
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2002년도 봄 학술발표회 논문집
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    • pp.563-568
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    • 2002
  • This paper is a fundamental study on the mechanical properties of the high performance concrete confined with metal lath, glass and carbon fiber laterally. According to the results, it shows that the compressive strength increases by 9%, 8% and 6% in metal lath carbon fiber and glass fiber in case of W/B 30% respectively. In case of W/B 30% and 40%, flecxural strength shows largely in order of carbon fiber, metal lath, glass fiber. In strain-stress curve with the kinds of material for lateral confinement, while brittleness failure occurs in plain concrete just after maximum load, it is improved in some degree in confined concrete due to increase of the strain by increase of toughness. But, elastic modulus shows the similar tendency between confined concrete and plain concrete. Length change ratio by drying shrinkage shows little a bit in order of carbon fiber, glass fiber and metal lath due to confinement.

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지반응답곡선을 이용한 터널의 지반거동 분석 (Ground Response Curve for Ground Movement Analysis of Tunnel)

  • 이송;안성학;안태훈;공성석
    • 한국철도학회논문집
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    • 제5권4호
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    • pp.244-252
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    • 2002
  • We must notice ground movement by excavation for reasonable tunnel designs. The convergence confinement method is an attempt to evaluate tunnel stability conditions by means of a mathematical model and a ground response curve. In this study, the convergence confinement method by numerical model was examined. This method don't need the basic assumptions for a mathematical model of circular tunnel shape, and hydrostatic in situ stress. Also modified ground response curve that is calculated after installing the support, is suggested, which informs us the ground movement mechanism. The ground response curve and the support reaction curve are mutually dependent. Especially the support reaction curve depends upon the ground response curve. The mechanism of tunnel must be analyzed by the interaction between support and ground. Consequently the stability of tunnel must be qualitatively investigated by a ground response curve and quantitatively adjudged by a numerical analysis for the reasonable design of tunnel.

복합섬유(複合纖維) 횡보강(橫補强)콘크리트의 강도(强度) 특성(特性)에 관한 연구(硏究) (The Strength Characteristics of Concrete Confined with Composite Fiber)

  • 장정수;저성찬;강충렬
    • 한국구조물진단유지관리공학회 논문집
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    • 제5권2호
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    • pp.93-102
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    • 2001
  • The objective of this experimental study is to evaluate the strengthening effects of concrete compression confined with Epoxy-boned compound fiber sheets. An analytical model is proposed to construct a stress-strain relationship for confined concrete. Test results are summarized as followed. While non-FRP lateral confinement specimens appeared sudden failure after shell concrete was torn off, specimens confined laterally with FRP were showed that their failure. Specially, Glass fiber lateral confined specimens occurred obviously increase ductility ability. Hence, concrete specimen with lateral confinement by Hi-carborn and Aramide. Glass fiber simultaneously can be increased in not only strength but also a lot of ductility ability.

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A study on nonlinear analysis and confinement effect of reinforced concrete filled steel tubular column

  • Xiamuxi, Alifujiang;Hasegawa, Akira;Yu, Jiang
    • Structural Engineering and Mechanics
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    • 제56권5호
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    • pp.727-743
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    • 2015
  • According to former studies, the mechanical properties of reinforced concrete filled tubular steel (RCFT) columns differed greatly from that of concrete filled steel tubular (CFT) columns because of interaction of inserted reinforcement in RCFT. Employing an experiment-based verification policy, a general FE nonlinear analysis model was developed to analyze the mechanical behavior and failure mechanism of RCFT columns under uniaxial compression. The reasonable stress-strain relationships were suggested for confined concrete, reinforcements and steel tube in the model. The mechanism for shear failure of concrete core was found out in the numerical simulation, and a none-conventional method and equation for evaluating the confinement effect of RCFT were proposed.

나선근에 의한 횡보강 응력 계산을 위한 횡보강 유효 계수의 산정법 (Estimation of Confinement Effectiveness Factor for Confining Stress by Spiral)

  • 김진근;박찬규
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1995년도 봄 학술발표회 논문집
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    • pp.280-285
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    • 1995
  • In order to predict the behavior of column confined with spirals, the accurate estimation of confining stress by spiral is very important, Thus a number of models have been proposed for calculating the confining stress by spiral. However, in these equations, it was not considered the effects of the difference of mechanical characteristics related to the application of high strength concrete and spiral in structures. In this study, a model equation for calculation of the confining stress by spiral was proposed based on the test results investigated here. The proposed equation included the effects of concrete strength, spacing and yield strength of spirals

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Analysis of circular steel tube confined UHPC stub columns

  • Hoang, An Le;Fehling, Ekkehard
    • Steel and Composite Structures
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    • 제23권6호
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    • pp.669-682
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    • 2017
  • The use of ultra high performance concrete (UHPC) in composite columns offers numerous structural benefits, and has received recent research attention. However, the information regarding the behavior of steel tube confined concrete (STCC) columns employing UHPC has been extremely limited. Thus, this paper presents an overview of previous experimental studies on circular STCC columns with taking into account various concrete strengths to point out their distinctive features. The effect of the confinement factor and the diameter to thickness ratio on both strength and ductility in circular STCC columns employing UHPC was investigated. The applicability of current design codes such as EC4, AISC, AIJ and some available analytical models for concrete confined by steel tube was also validated by the comparison of ultimate loads between the prediction and the test results of Schneider (2006) and Xiong (2012). To predict the stress-strain curves for confined UHPC in circular STCC stub columns, a simplified model was proposed and verified by the comparison with experimental stress-strain curves.