• 제목/요약/키워드: Tubular specimen

검색결과 61건 처리시간 0.028초

종리브로 보강한 콘크리트충전원형강관기둥-H형강보 접합부의 구조적 거동에 관한 연구 (The Structural Behavior of CFCT Column to H-Beam Connections With Longitudinal Rib of Column at Joint)

  • 강현식;문태섭
    • 한국강구조학회 논문집
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    • 제10권2호통권35호
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    • pp.291-301
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    • 1998
  • 종리브로 보강된 충전형 원형강관에 H형강보를 사용한 접합부 모델실험 결과와 항복선이론 및 수치해석을 이용하여 접합부 국부내력의 추정을 위한 기초 자료를 제시하고 궁극적으로는 원형강관 접합부의 보강법을 연구하여 다이아프램이 없는 콘크리트 충전강관 기둥-H형강보 접합부의 개발을 위한 기초자료를 제시하고자 한다.

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이축하중을 받는 SM45C강의 피로균열의 발생과 성장거동 (Behavior of Fatigue Crack Initiation and Growth in SM45C Steel under Biaxial Loading)

  • 김상태;박선홍;권숙인
    • 한국해양공학회지
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    • 제18권6호
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    • pp.84-90
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    • 2004
  • Fatigue tests were conducted on SM45C steel using hour-glass shaped smooth tubular specimen under biaxial loading in order to investigate the crack formation and growth at room temperature. Three types of loading systems, were employed fully-reserved cyclic torsion without a superimposed static tension or compression fully-reserved cyclic torsion with a superimposed static tension and fully-reserved cyclic torsion with a superimposed static compression. The test results showed that a superimposed static tensile mean stress reduced fatigue life however a superimposed static compressive mean stress increased fatigue life. Experimental results indicated that cracks were initiated on planes of maximum shear strain whether or not the mean stresses were superimposed. A biaxial mean stress had an effect on the direction that the cracks nucleated and propagated at stage 1 (mode II).

Influence of slenderness on axially loaded square tubed steel-reinforced concrete columns

  • Yan, Biao;Gan, Dan;Zhou, Xuhong;Zhu, Weiqing
    • Steel and Composite Structures
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    • 제33권3호
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    • pp.375-388
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    • 2019
  • This paper aims to investigate the axial load behavior and stability strength of square tubed steel-reinforced concrete (TSRC) columns. Unlike concrete filled steel tubular (CFST) column, the outer steel tube of a TSRC column is mainly used to provide confinement to the core concrete. Ten specimens were tested under axial compression, and the main test variables included length-to-width ratio (L/B) of the specimens, width-to-thickness ratio (B/t) of the steel tubes, and with or without stud shear connectors on the steel sections. The failure mode, ultimate strength and load-tube stress response of each specimen were summarized and analyzed. The test results indicated that the axial load carried by square tube due to friction and bond of the interface increased with the increase of L/B ratio, while the confinement effect of tube was just the opposite. Parametric studies were performed through ABAQUS based on the test results, and the feasibility of current design codes has also been examined. Finally, a method for calculating the ultimate strength of this composite column was proposed, in which the slenderness effect on the tube confinement was considered.

Seismic behavior of energy dissipation shear wall with CFST column elements

  • Su, Hao;Zhu Lihua;Wang, Yaohong;Feng, Lei;Gao, Zeyu;Guo, Yuchen;Meng, Longfei;Yuan, Hanquan
    • Steel and Composite Structures
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    • 제43권1호
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    • pp.55-66
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    • 2022
  • To develop high-efficiency lateral force resistance components for high-rise buildings, a novel energy dissipation shear wall with concrete-filled steel tubular (CFST) column elements was proposed. An energy dissipation shear wall specimen with CFST column elements (GZSW) and an ordinary reinforced concrete shear wall (SW) were constructed, and experimented by low-cycle reversed loading. The mechanical characteristics of these two specimens, including the bearing capacity, ductility, energy dissipation, and stiffness degradation process, were analyzed. The finite-element model of the GZSW was established by ABAQUS. Based on this finite-element model, the effect of the placement of steel-plate energy dissipation connectors on the seismic performance of the shear wall was analyzed, and optimization was performed. The experiment results prove that, the GZSW exhibited a superior seismic performance in terms of bearing capacity, ductility, energy dissipation, and stiffness degradation, in comparison with the SW. The results calculated by the ABAQUS finite-elements model of GZSW corresponded well with the results of experiment, and it proved the rationality of the established finite-elements model. In addition, the optimal placement of the steel-plate energy dissipation connectors was obtained by ABAQUS.

선양낭성암종(Adenoid Cystic Carcinoma)에서의 Glycosaminoglycan의 발현에 관한 연구 (STUDY ON EXPRESSION OF GLYCOSAMINOGLYCAN IN ADENOID CYSTIC CARCINOMA)

  • 손창원;김경욱;김철환
    • Journal of the Korean Association of Oral and Maxillofacial Surgeons
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    • 제30권4호
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    • pp.271-281
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    • 2004
  • Adenoid cystic carcinoma is malignant tumor in salivary gland, and its behavior is very invasive. Of all malignant tumor adenoid cystic carcinoma is occured in frequency of 4.4% in major salivary gland, and 1.29% in minor salivary gland. Histopathologically, adenoid cystic carcinoma is characterized by a cribriform appearance, and tubular form and solid nest type tumor can be seen. The tumor cell structure composed of modified myoepithelial cell, and basaloid cell. Extracellular matrix of this tumor cell contains variable ground substance with basement membrane component. Basement membrane matrix composed of collagen fibers, glycoproteins, proteoglycans, and its function is well known that it participate in differentiation, proliferation, and growth of tumor cell. Basement membrane molecule is essential for invasion of peripheral nerve, blood vessel, skeletal muscle in tumor cell of adenoid cystic carcinoma. In many studies, the tumor cell of adenoid cystic carcinoma containing modified myoepithelial cell participate in synthesis of proteoglycan. In this study, tissue sample of adenoid cystic carcinoma of human salivary gland were obtained from 15 surgical specimen, and all specimen were routinely fixed in 10% formalin and embedded. Serial $4-{\mu}m$ thick sections were cut from paraffin blocks. the histopathologic evaluation was done with light microscopy. And, the immunohistochemical staining, characteristics of glycosaminoglycan were observed. For biochemical analysis of glycosaminoglycan, isolation of crude glycosaminoglycan from tumor tissue and Western bolt analysis were carried out. With transmission electomicroscopy, tumor cell were observed. Biologic behavior of adenoid cystic carcinoma was observed with distribution and expression of basement membrane of glycosaminoglycan in tumor cells, The results obtained were as follows: 1. In immunohistochemical study, chondroitin sulfate is postively stained in tumor cell and interstitial space, dermatan sulfate is weakly stained in ductal cell. But keratan sulfate is negatively stained. 2. In immunohistochemical study, heparan sulfate is strong positive stained in tumor cell and basement membrane, especially in invasion area to peripheral nerve tissue. 3. In transmission electromicroscpic view, the tumor cells are composed modifed myoepithelial cells, and contains many microvilli and rough endoplasmic reticulum. 4. In Western blot analysis, the expression of glycosaminoglycan is expressed mostly in heparan sulfate. From the results obtained in this study, tumor cell of adenoid cystic carcinoma is composed modified myoepithelial cell, and glycosaminoglycan of basement membrane molecule of heparan sulfate and chondroitin sulfate mostly participate in the development and invasiveness of adenoid cystic carcinoma by immunohistochemical study and western blot analysis.

규조류 Skeletonema pseudocostatum Medlin (Thalassiosirales, Bacillariohyta)의 형태적 특징과 분자계통학적 위치 (Morpho-molecular characterization of diatom Skeletonema pseudocostatum(Thalassiosirales, Bacillariophyta) from the Korean coast)

  • 한경하;이준;박준상;윤주연;김현정;곽경윤;오석진;신현호
    • 환경생물
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    • 제38권1호
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    • pp.21-29
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    • 2020
  • Skeletonema pseudocostatum의 세포는 규산질 성분의 돌기에 의한 사슬 형태로, 길이는 6~17.3 ㎛였고, 엽록체는 세포 당 1~2개를 포함하고 있었다. 주사전자현미경 관찰결과 Skeletonema 종을 구분할 수 있는 가장자리 받침돌기끝(terminal fultoportula process)은 끝이 갈라지거나, 갈고리 모양이었고, 길이가 1.67±0.5 ㎛이고, 개각의 가장자리에 위치해 있으며, 개수는 8.10±1.1개로 개각의 크기에 따라 다양하게 나타났다. 말단세포 입술돌기(terminal rimoportula process)는 두꺼운 원통형의 나팔관 모양으로, 개각의 중앙 근처에 위치하였고, 길이는 1.1±0.6 ㎛였으며, 개수는 1개였다. 연결세포 받침돌기(intercalary fultoportula process)는 대부분 1 : 1 결합으로 서로 맞물려 있는 형태였고, 1 : 2 결합도 종종 발견되었다. 계통분석 결과는 형태적 특징이 유사한 종 간의 유전학적 거리가 가깝다는 것을 나타냈고, 지리적 기원이 다른 동일 종의 경우, 유전적 차이를 보이지 않았다. 이는 S. pseudocostatum은 지리적 위치와 상관없이 유전적 차이가 나타나지 않는 단일계통(monophyly)이라는 것을 의미한다.

Behavior of stiffened and unstiffened CFT under concentric loading, An experimental study

  • Deifalla, Ahmed F.;Fattouh, Fattouh M.;Fawzy, Mona M.;Hussein, Ibrahim S.
    • Steel and Composite Structures
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    • 제33권6호
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    • pp.793-803
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    • 2019
  • Concrete-filled steel tubular (CFST) beam-columns are widely used owing to their good performance. They have high strength, ductility, large energy absorption capacity and low costs. Externally stiffened CFST beam-columns are not used widely due to insufficient design equations that consider all parameters affecting their behavior. Therefore, effect of various parameters (global, local slenderness ratio and adding hoop stiffeners) on the behavior of CFST columns is studied. An experimental study that includes twenty seven specimens is conducted to determine the effect of those parameters. Load capacities, vertical deflections, vertical strains and horizontal strains are all recorded for every specimen. Ratio between outer diameter (D) of pipes and thickness (t) is chosen to avoid local buckling according to different limits set by codes for the maximum D/t ratio. The study includes two loading methods on composite sections: steel only and steel with concrete. The case of loading on steel only, occurs in the connection zone, while the other load case occurs in steel beam connecting externally with the steel column wall. Two failure mechanisms of CFST columns are observed: yielding and global buckling. At early loading stages, steel wall in composite specimens dilated more than concrete so no full bond was achieved which weakened strength and stiffness of specimens. Adding stiffeners to the specimens increases the ultimate load by up to 25% due to redistribution of stresses between stiffener and steel column wall. Finally, design equations previously prepared are verified and found to be only applicable for medium and long columns.

Push-out bond strength and intratubular biomineralization of a hydraulic root-end filling material premixed with dimethyl sulfoxide as a vehicle

  • Ju-Ha Park;Hee-Jin Kim;Kwang-Won Lee;Mi-Kyung Yu;Kyung-San Min
    • Restorative Dentistry and Endodontics
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    • 제48권1호
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    • pp.8.1-8.8
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    • 2023
  • Objectives: This study was designed to evaluate the parameters of bonding performance to root dentin, including push-out bond strength and dentinal tubular biomineralization, of a hydraulic bioceramic root-end filling material premixed with dimethyl sulfoxide (Endocem MTA Premixed) in comparison to a conventional powder-liquid-type cement (ProRoot MTA). Materials and Methods: The root canal of a single-rooted premolar was filled with either ProRoot MTA or Endocem MTA Premixed (n = 15). A slice of dentin was obtained from each root. Using the sliced specimen, the push-out bond strength was measured, and the failure pattern was observed under a stereomicroscope. The apical segment was divided into halves; the split surface was observed under a scanning electron microscope, and intratubular biomineralization was examined by observing the precipitates formed in the dentinal tubule. Then, the chemical characteristics of the precipitates were evaluated with energy-dispersive X-ray spectroscopic (EDS) analysis. The data were analyzed using the Student's t-test followed by the Mann-Whitney U test (p < 0.05). Results: No significant difference was found between the 2 tested groups in push-out bond strength, and cohesive failure was the predominant failure type. In both groups, flake-shaped precipitates were observed along dentinal tubules. The EDS analysis indicated that the mass percentage of calcium and phosphorus in the precipitate was similar to that found in hydroxyapatite. Conclusions: Regarding bonding to root dentin, Endocem MTA Premixed may have potential for use as an acceptable root-end filling material.

반복하중을 받는 하이브리드 프리캐스트 보-기둥 접합부의 성능평가 (Structural Capacity Evaluation of Hybrid Precast Concrete Beam-Column Connections Subjected to Cyclic Loading)

  • 최현기;유창희;최윤철;최창식
    • 콘크리트학회논문집
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    • 제22권3호
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    • pp.325-333
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    • 2010
  • 이 연구에서는 시공성과 경제성이 향상되고 중진 지역에서 사용할 수 있는 새로운 프리캐스트 콘크리트 보-기둥 접합부 상세를 복합구조로 개발하고 실험을 통하여 이를 검증하였다. 이 상세는 기둥 속에 매립된 각형강관과 보U형 단부를 갖는 보 단부에 매립된 플레이트를 볼트로 결합시킬 수 있는 구조로 되어있다. 하이브리드 스틸-콘크리트 접합합부에 앞서 콘크리트가 조기에 파괴되는 것을 막기 위하여 접합부 부분에 ECC(engineered cementitious composite)를 사용하였다. 개발된 접합부 상세에 대한 성능을 검증하기 위하여 보-기둥 접합부 실험체를 계획하여 이에 대한 내진성능 실험을 실시하였다. 내부 접합부에 있어서는 접합부 횡보강근 유무와 현장타성 범위를 변수로 3개의 실험체를 제작하였다. 실험은 기둥에 일정 축력을 가한 상태에서 PC기둥 단부에 액츄에이터를 설치하여 변위제어로써 반복가력 하여 실시하였다. 실험에서 얻은 자료를 접합부 내력, 강성, 에너지 소산능력 등에 대하여 분석하였으며, 그 결과 이 연구에서 제시한 새로운 보-기둥 접합부 상세는 강재와 콘크리트 그리고 ECC 사이에서의 다른 부착 특성 때문에 구조거동에서 차이점이 관찰되었으며, 기준 실험체를 제외한 두 실험체의 경우 ECC 및 철골연결재에 의해 소성힌지를 유도할 수 있는 것으로 나타났다. 그리고 프리캐스트 접합부는 높은 일체성과 모멘트 저항 능력을 보이며 중진 지역에서 사용가능함을 보였다.

정상 위 조직과 위암 조직의 시험관 내 수소자기공명분광 (Ex Vivo ${1}^H$ MR Spectroscopy: Normal gastric and cancer tissue)

  • 조지연;신운재;최기승;김수현;은충기;양영일;이정희;문치웅
    • Journal of Gastric Cancer
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    • 제3권3호
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    • pp.151-157
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    • 2003
  • Purpose: In this study, we attempted to ascertain the proton magnetic resonance spectroscopy (${1}^H$ MRS) peak characteristics of human gastric tissue layers and finally to use the metabolic peaks of MRS to distinguish between normal and abnormal gastric specimens. Materials and Methods: Ex-vivo ${1}^H$ MRS examinations of thirty-five gastric specimens were performed to distinguish abnormal gastric tissues invaded by carcinoma cells from normal stomach-wall tissues. High-resolution 400-MHz (9.4-T) ${1}^H$ nuclear magnetic resonance (NMR) spectra of two gastric layers, a proper muscle layer, and a composite mucosasubmucosa layer were compared with those of clinical 64- MHz (1.5-T) MR spectra. Three-dimensional spoiled gradient recalled (SPGR) images were used to determine the size and the position of a voxel for MRS data collection. Results: For normal gastric tissue layers, the metabolite peaks of 400-MHz ${1}^H$ MRS were primarily found to be as follows: lipids at 0.9 ppm and 1.3 ppm; alanine at 1.58 ppm; N-acetyl neuraminic acid (sialic acid) at 2.03 ppm; and glutathione at 2.25 ppm in common. The broad and featureless featureless spectral peaks of the 64-MHz MRS were bunched near 0.9, 1.3, and 2.0, and 2.2 ppm in human specimens without respect to layers. In a specimen (Borrmmann type III) with a tubular adenocarcinoma, the resonance peaks were measured at 1.26, 1.36 and 3.22 ppm. All the peak intensities of the spectrum of the normal gastric tissue were reduced, but for gastric tumor tissue layers, the lactate peak split into 1.26 and 1.39 ppm, and the peak intensity of choline at 3.21 ppm was increased. Conclusion: We found that decreasing lipids, an increasing lactate peak that split into two peaks, 1.26 ppm and 1.36 ppm, and an increasing choline peak at 3.22 ppm were markers of tumor invasion into the gastric tissue layers. This study implies that MR spectroscopy can be a useful diagnostic tool for gastric cancer.

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