• Steel and Composite Structures
• /
• 제15권1호
• /
• pp.41-55
• /
• 2013

This paper presents a numerical study of axially loaded concrete-filled steel tubular columns with "T" shaped cross section (CFTTS) based on the ABAQUS standard solver. Two types of columns with "T" shaped cross section, the common concrete-filled steel tubular columns with "T" shaped cross section (CCFTTS) and the double concrete-filled steel tubular columns with "T" shaped cross section (DCFTTS), are discussed. The failure modes, confining effects and load-displacement curves are analyzed. The numerical results indicate that both have the similar failure mode that the steel tubes are only outward buckling on all columns' faces. It is found that DCFTTS columns have higher axial capacities than CCFTTS ones duo to the steel tube of DCFTTS columns can plays more significant confining effect on concrete. A parametric study, including influence of tube thickness, concrete strength and friction coefficient of tube-concrete interface on the axial capacities is also carried out. Simplified formulae were also proposed based on this study.

• Steel and Composite Structures
• /
• 제17권4호
• /
• pp.517-533
• /
• 2014

Experimental results of 39 specimens including concrete columns, RC columns, hollow steel tube columns, concrete filled steel tubular (CFT) columns, and reinforced concrete filled steel tubular (RCFT) columns are presented. Based on the experimental results, the load-carrying capacity, confined effect, ductility, and failure mode of test columns are investigated. The effects of the main factors such as width-thickness ratio (the ratio of external diameter and wall thickness for steel tubes), concrete strength, steel tube with or without rib, and arrangement of reinforcing bars on the mechanical characteristics of columns are discussed as well. The differences between CFT and RCFT are compared. As a result, it is thought that strength, rigidity and ductility of RCFT are improved; especially strength and ductility are improved after the peak of load-displacement curve.

• 유체기계공업학회:학술대회논문집
• /
• 유체기계공업학회 2001년도 유체기계 연구개발 발표회 논문집
• /
• pp.373-380
• /
• 2001

Solid Oxide Fuel Cells (SOFCs) have received considerable attention because of the advantages of high effiiciency, low pollution, cogeneration application and excellent integration with simplified reformer In this paper, we reported development of anode-tubular SOFC by wet process. For making tubular cell, Ni-cermet YSZ anode tube was fabricated using extrusion process, and YSZ electrolyte layer and LSM-YSZ composite, LSM, LSCF cathode layer were coated onto the anode supported tube using slurry dipping process and sintered by co-firing process. By using this tubular cell, we fabricated single cell consisted of the various cathode layers and 4 cell stack with an effective area of $75 cm^2$ per single cell, and evaluated their performance characteristics.

• 대한기계학회논문집
• /
• 제19권8호
• /
• pp.1869-1875
• /
• 1995

The adhesively bonded tubular single lap joint shows a nonlinear relationship between the applied torque and the resulting displacement under the static-torsional loading, which is induced from the nonlinear properties of the adhesive. However the torque transmission capability in the case of the dynamic-torsional loading is much less than that in the case of the static-torsional loading, the stress level of the adhesive is usually in the region of the linear stress and strain relation and the stress distributions of the joint can be obtained by the linear analysis. In this paper, a failure model for the adhesively bonded tubular single lap joint under the torsional fatigue loading was developed with respect to the adhesive thickness that was a critical factor in predicting the static torque transional-cyclic loadings was proposed.

• 대한기계학회논문집A
• /
• 제24권8호
• /
• pp.2022-2031
• /
• 2000

Since the surface roughness of adherends affects much the strength of adhesivelybonded joints, the effect of surface roughness on the fatigue life of adhesively bonded tubular single lap joints was investigated analytically and experimentally by fatigue torsion test. The stiffness of the interfacial layer between adherends and adhesive was modeled as a normal statistical distribution function of surface roughness of adherends. From the investigation, it was found that the optimum surface roughness of adherends for the fatigue strength of tubular single lap joints was dependent on bondthickness and applied load.

• Steel and Composite Structures
• /
• 제6권1호
• /
• pp.55-69
• /
• 2006

The results of tests conducted on 11 concrete-filled steel tubular columns were reported. Concrete was partially filled in circular steel tubular columns. The primary test parameters were radius and thickness of steel tubes, concrete height, loading patterns and attachment of diaphragm and studs. Concrete strain was measured directly by embedding strain gauges so that the effect of diaphragm on concrete confinement could be investigated. The effects of concrete height and diaphragm on ultimate strength and ductility of steel tubes were investigated. The comparisons of the test results with the existing results for rectangular cross-sections were made on the basis of ultimate strength and ductility of concrete-filled steel tubular columns.

• 대한화학회지
• /
• 제45권2호
• /
• pp.143-148
• /
• 2001

본 연구에서는 작은 양의 시료를 분석할 수 있는 이온 크로마토그래피용 open tubular capillary 컬럼을 개발하였다. 내경이 작은 모세관 컬럼을 사용하는 경우 이동상의 유속은 보통 1~10㎕/min 정도 되고 컬럽의 길이는 1.0~5.0m 정도이다. 컬럼은 fused silica 모세관(내경 : 50㎛)과 DMEOHA latex particles를 이용하여 만들었다. 또한 이런 모세관 컬럼에 맞는 새로운 전도도 셀과 억압장치도 함께 개발하여 사용하였다. 이 모세관 컬럼을 이용하여 실제 음이온들(fluoride, nitrite, chlorate, phosphate, sulfate)을 분석한 결과재현성 있고 좋은 크로마토그램을 얻었다.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1996년도 봄 학술발표회 논문집
• /
• pp.101-106
• /
• 1996

In this study, filling performance of concrete is investigated experimentally for the developmenmt of the concrete to be used in concrete filled steel tubular columns with inner diaphrams. Water-cement ratio with 3 levels, unit water contents with 5 levels, unit coarse aggregate contents with 5 levels, and slump flow with 3 levels are selected for test variables. For the estimation of the filling properties of the concrete, slump flow, V-type funnel time, U-type box height are measured and compared. A device which simulates the steel tubular column is designed and three kinds of concrete are tested with it. As the results, the filling performance is decreased with increasing coarse aggregate content. And, within the scope of this study, concretes with coarse aggregate content less than 880 kg/$\textrm{m}^3$ show good filling performance. To prevent excessive settlement of the concrete pumped into the steel tubular column, slump flow should be controlled within the limited range.

• 한국의류산업학회지
• /
• 제11권3호
• /
• pp.488-495
• /
• 2009

The purpose of this study is to experiment and develop seamless-effect knitwear design using tubular-jacquard structure in order to find a new method of manufacturing knitwear and to suggest a new design. The study is based on changing the point of view about using the practical technique like the tubular jacquard which has been used mainly for expressing patterns. The result of experimenting this, a piece of fabric is able to being worn as a piece of garment. As for using circular structure of tubular jacquard, a body can be fitted into the big space between front and back part of fabric and seams can be made of small patterns of jacquard fabric. The silhouette, the drape and the result of the garment of this experiment are different from the ordinary outfit. Therefore, the study to find a new way of design and manufacturing should go on to suggest a different form and method.

• Composites Research
• /
• 제30권6호
• /
• pp.406-409
• /
• 2017

The thin-walled cylindrical tubes are frequently used for the evaluation of fatigue property of composites. But the curvature of the tubular specimen induces interlaminar normal stress which may affect the fatigue property. In this paper interlaminar normal stress effect on the fatigue behaviour of thin-walled graphite/epoxy tubes $[{\pm}45]_s$ composites was studied experimentally. It was concluded that the interlaminar normal stress induced by the curvature of the cylinder has no discernible effect on the fatigue life. But excessive internal pressure can produce the stiffness increase and this affects the fatigue life of the cylindrical tubular composite.