• Title/Summary/Keyword: inner anchor

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Structural Analysis for Design of Anchor Straps for a Large-Scale LNG Storage Tank with Corner Protection and Inner Tank (코너프로텍션과 내조를 고려한 대용량 LNG 저장탱크 앵커스트랩의 구조설계를 위한 유한요소해석)

  • Jin, Chengzhu;Ha, Sung-Kyu;Kim, Seong-Jong;Lee, Young-Hwan
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.35 no.12
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    • pp.1543-1548
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    • 2011
  • Structural analysis is performed to design anchor straps for a large-scale-liquefied-natural-gas (LNG) storage tank with corner protection and an inner tank by considering structural integrity. Anchor straps made of 9% nickel steel are attached to the inner tank, corner protection, and concrete raft to prevent the failure of the inner tank during both normal and emergency operating conditions. Two finite element (FE) models were analyzed in this study. One is a stand-alone model of the anchor strap, while the other is an extended model of the substructure of the anchor strap, inner tank, and corner protection. Three-dimensional shell elements are used to effectively assess the bending and axial behavior of structures. The Tresca stress values in each part of the two models are calculated for operation under five different load-condition cases: normal operation, leakage of the LNG, hydro test, and two earthquake conditions.

An Experimental Study on the Performance of Compression-type Anchor with various inner shapes for CFRP Tendons (CFRP 긴장재용 압착식 정착구의 내부형상별 정착성능 실험 연구)

  • Jung, Woo-Tak;Lee, Seung-Joo;Park, Young-Hwan;Hwang, Geum-Sic
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.321-324
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    • 2008
  • This paper presents the results of the performance of compression-type anchor for CFRP tendon. As the results of previous tests, the principal variables for enhancing performance of anchor were sleeve dimensions, inserts, compression pressure, etc. A total of 18 specimens were tested for the performance of compression-type anchor with various inner shapes. Test results revealed that the length of sleeve increased along with the performance of anchor up to 18-22%. Also, the performance of anchor was susceptible to the length of sleeve compared to the surface treatment with the oxide.

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A Study on TV News Anchor Women's Red Clothing Image (TV뉴스 여성 앵커의 빨강색 의상 이미지에 관한 연구)

  • Jeong, Ji-Yeun;Lee, Eun-Kyung
    • Journal of the Korean Home Economics Association
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    • v.48 no.4
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    • pp.25-30
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    • 2010
  • This study was motivated from the point that TV anchor women wore red clothing the most when they appeared at the broadcasting. For the analysis of clothing color, the main news programs of three local terrestial broadcasting systems were adopted, and the screen sources having been obtained for a year on the anchor women from January 2008 to December were classified by S/S, F/W. As the result, it was found out that the image was classified according to the inherent symbolic meaning of red color, and red color was frequently adopted for the happy-passionate image. It is judged that the reason is red color clothing spotlights passionate, challenging and imposing image which anchor women have. It revealed that while investigating the relationship of coloration between red upper clothing and other clothing, the inner-wear white color of the red jacket, or of the black inner-wear was matched the most, regardless of season. It is judged that this is because the coloration of red and white, and of red and black give not only brilliant but also clear image.

Characteristics of Pullout Behavior of Soil Improvement(SI) Anchor (지반개량(SI)앵커의 인발거동특성)

  • 임종철;홍석우;송무효;강낙안
    • Geotechnical Engineering
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    • v.14 no.6
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    • pp.139-151
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    • 1998
  • SI anchor means the soil improvement anchor. The ground for supporting anchor is improved by JSP, and as a result, SI anchor body has about 80cm in diameter. SI anchor shows high pullout resistance by the frictional force between anchor body and ground, and the bearing capacity of anchor body. Especially the frictional force increases very much with increasing diameter of anchor body improved by JBP. In this study, model and field tests are made to analyse the mechanism of pullout resistance of SI anchor. Through model tests for the SI anchor in air dried sandy ground, strain fields of ground around SI anchor surface are analysed by a photo analysis method using the latex membrane on the wall of soil tank. The results of field tests are analysed by the strains measured by 10 strain gages attached on the inner wall of specially designed PVC pipe embedded in anchor body, and the strains of anchor body are also measured in the model tests.

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An Experimental Study on Structural Performance of Welded Built-up Square CFT Stub Columns (용접조립 각형 CFT 단주의 구조특성에 관한 실험적 연구)

  • Lee, Seong Hui;Choi, Young Hwan;Yom, Kyong Soo;Kim, Jin Ho;Choi, Sung Mo
    • Journal of Korean Society of Steel Construction
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    • v.20 no.5
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    • pp.645-653
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    • 2008
  • Welded built-up square tubes are manufactured by flare welding at the center of the column width for cold-formed L-shaped four-piece plates and improved composite effect of concrete and steel by vertical inner anchor. Also, the axial resistance of concrete is increased by the thinness of the steel column, and the composite effect of concrete and steel prevents the steel column from local buckling. In this study, we introduced a manufacturing method of built-up square column steel square concrete-filled tubular column with vertical inner anchor and superior structural performance of the square stub column verified by the structural test for 15 specimens with parameters of shape of tube (built-up square tube, general steel tube), width over thickness of the steel tube (B/t=50, 58, 67) and the strength of concrete (f'c=10MPa, 50MPa).

Characteristics of Lead Frame Chip Scale Package(LF-CSP)

  • Hong, Sung-Hak
    • Proceedings of the International Microelectronics And Packaging Society Conference
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    • 1999.12a
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    • pp.63-85
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    • 1999
  • $\cdot$New CSP using Lead Frame and solder ball techniques. $\cdot$EMC needs high filler content, low CTE and high flexural modulus. $\cdot$Solder Joint Reliability improved by anchor leads. .Uniform inner lead shape would be better at capacitance values. $\cdot$Low Assembly cost CSP.

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A Study on Color Image of TV News Anchor Woman's Jackets (TV 뉴스 여성앵커 재킷의 색상 이미지 연구)

  • Lee, Eun-Kyung
    • Korean Journal of Human Ecology
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    • v.19 no.1
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    • pp.149-156
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    • 2010
  • TV news anchor woman's appearance, voice, expression, and clothing, etc., have an influence on the reliability of the article to be reported. Among these, clothing is the most crucial factor in forming an anchor woman's image, especially the clothing color factor. This study is aimed at providing the basic foundation for anchor woman when they select the clothing color by analyzing the clothing color image on the screen. For this purpose, the KBS and MBC 9 o'clock news desk and SBS 8 o'clock news of the local major news programs were selected. With the collection of 300 pieces of news clips related to anchor woman's clothing from January to December 2008, they were classified into F/W seasons and analyzed by the clothing color. The surveying method of clothing color was to capture the anchor woman's clothing among the news clips, then pick the representing color by applying Adobe Photoshop, and researching the formed $L^*a^*b^*$ value of color chips. The surveyed color was transformed into value of distant cell, H V/C, and the results were analyzed. As a result, it showed that the White system for anchor woman's clothing during the S/S seasons is most frequently picked, followed by the Red system. In F/W seasons, Gray system is the most favored, then White and Red, respectively. It was revealed that the most frequently selected colors for upper-wear by anchor women in the three broadcasting stations was an achromatic color, such as White or Gray, and then the chromatic color, Red. It shows that there is no big difference in season. The Inner-wear color matched the jackets which were also achromatic in color, white and black being the most favored in the S/S seasons, and in the case of chromatic colors, Red was the most favored. In addition to this, identical coloration with jacket, coloration with similar color, or single color as clothing color were no less frequently adopted. During the F/W seasons, identical coloration accounts for 26%, the most popular colored being White and Red. It was found that the coloration with achromatic colors are highly favored in the three major broadcasting stations alike.

Study on Effect of Anchor Bolt by Thermal Expansion of Sulfur Storage Tank under High Temperature (고온을 받는 유황저장탱크의 열팽창에 의한 앵커볼트 영향에 관한 연구)

  • Jung, Wook-Hwan;Kim, Jeong-Soo;Kim, Tae-Min;Kim, Moon-Kyum
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.29 no.5
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    • pp.483-490
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    • 2016
  • In plant industry, sulfur storage tank is made of steel and annular plate is connected with concrete foundation of ring wall type by anchor bolt. Due to keep sulfur at high temperature in tank by coil, sulfur storage tank is expanded larger than another tank stores fluid at room temperature. Generally, structural design of tank foundation is performed analysis with loading of temperature gradient between inner and outer surface, this method can't consider the phenomenon that load is intensively transferred to concrete foundation at anchor bolt. This means that temperature load is underestimated and causes crack of concrete near anchor bolt. In this study, evaluation formula considering temperature load transfer mechanism through anchor bolt is proposed and load acting on concrete foundation is rationally decided. For this purpose, it is analyzed variation of thermal load per various anchor bolt number using finite element model including tank annular plate and anchor bolt. Solution is proposed as specified term combining result of analysis and theoretical solution for evaluating load transferred by anchor bolt. For confirmation of validation of proposed formula, it is applied in design of sulfur storage tank at plant site, it shows that the formula can be practically applied.

Structural characteristics of welded built-up square CFT column-to-beam connections with external diaphragms

  • Lee, Seong-Hui;Yang, Il-Seung;Choi, Sung-Mo
    • Steel and Composite Structures
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    • v.10 no.3
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    • pp.261-279
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    • 2010
  • Generally, a box tube, which is used for an existing square CFT structure, is made by welding four plates. The manufacturing efficiency of this steel tube is poor, and it also needs special welding technology to weld its internal diaphragm and the through diaphragm. Therefore, an interior-anchor-type square steel tube was developed using the method of cold-forming thin plates to prevent welding of the stress concentration position, and to maximize the section efficiency. And, considering of the flow of beam flange load, the efficiency of erection and the weldability of the diaphragm to thin walled steel column, the external diaphragm connection was selected as the suitable type for the welded built-up square CFT column to beam connection. And, an analytical study and tests were conducted to evaluate the structural performance of the suggested connection details and to verify the suggested equations for the connection details. Through this study, the composite effect of the internal anchor to concrete, the resistance and stress distribution of the connections before and after the existing column is welded to the beam, the effective location of welding in connection were analyzed.

An Experimental Study For Improvement of Joint Detail of Steel Pier - Foundation (강재교각 기초부의 연결상세 개선을 위한 실험적 연구)

  • Kim, Hee-Ju;Ham, Jun-Su;Yang, Sung-Don;Hwang, Won-Sup
    • Journal of Korean Society of Steel Construction
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    • v.24 no.5
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    • pp.491-501
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    • 2012
  • Generally, a steel pier-foundation has been designed and constructed with a anchor frame. However, because of the complicated design and construction, the foundation's size has become large and has been overdesigned. In this study, three specimens were made and the tests were conducted to suggest a new shape in regard to the pier-foundation's joint details using the high performance steel. One of the specimens was made up of the general anchors and the anchor frame. Another specimen consisted of the high tension anchors and the studs, and the other specimen was composed of the high tension anchors and the inner steels. After the performance of each specimen was compared and analyzed, the behavior characteristics according to the joint were analyzed.