• Title/Summary/Keyword: 강성 합성

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Experimental Study on the Load Transfer Behavior of Steel Grid Composite Deck Joint (격자형 강합성 바닥판 이음부의 하중전달 거동에 관한 실험적 연구)

  • Shin, Hyun-Seop
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.18 no.4
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    • pp.10-21
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    • 2014
  • The joint of prefabricated steel grid composite deck is composed of concrete shear key and high-tension bolts. The flexural and shear strength of the joint were experimentally evaluated only by the bending and push-out test of the joint element. In this study the lateral load transfer behavior of the joint in deck structure system is experimentally evaluated. Several decks connected by the joint are prefabricated and loaded centrically and eccentrically. In the case of centrically loaded specimens, the analysis results show that for the same loading step the rotation angle of the joint with 4 high-tension bolts is larger than the case of the joint with 9 high-tension bolts. Consequently, flexural stiffness of deck and lateral load transfer decrease in the case of specimen with 4 high-tension bolts. But, in the case of eccentrically loaded specimens, it is found that there are no significant differences in the load transfer behavior. The further analysis results about the structural behavior of the joint show that lateral load transfer can be restricted by the load bearing capacity of the joint as well as punching shear strength of the slab. Furthermore, considering that high-tension bolts in the joint didn't reach to the yielding condition until the punching shear failure, increase in the number of high-tension bolts from 4 to 9 has a greater effect on the flexural stiffness of the joint and deck system than the strength of them.

Characteristic Polynomials of 90/150 CA <10 ⋯ 0> (90/150 CA <10 ⋯ 0>의 특성다항식)

  • Kim, Jin-Gyoung;Cho, Sung-Jin;Choi, Un-Sook;Kim, Han-Doo;Kang, Sung-Won
    • The Journal of the Korea institute of electronic communication sciences
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    • v.13 no.6
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    • pp.1301-1308
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    • 2018
  • 90/150 CA which are used as key generators of the cipher system have more randomness than LFSRs, but synthesis methods of 90/150 CA are difficult. Therefore, 90/150 CA synthesis methods have been studied by many researchers. In order to synthesize a suitable CA, the analysis of the characteristic polynomial of 90/150 CA should be preceded. In general, the characteristic of polynomial ${\Delta}_n$ of n cell 90/150 CA is obtained by using ${\Delta}_{n-1}$ and ${\Delta}_{n-2}$. Choi et al. analyzed $H_{2^n}(x)$ and $H_{2^n-1}(x)$, where $H_k(x)$ is the characteristic polynomial of k cell 90/150 CA with state transition rule <$10{\cdots}0$>. In this paper, we propose an efficient method to obtain $H_n(x)$ from $H_{n-1}(x)$ and an efficient algorithm to obtain $H_{2^n+i}(x)$ and $H_{2^n-i}(x)$ ($1{\leq}i{\leq}2^{n-1}$) from $H_{2^n}(x)$ by using this method.

Evaluation for Ultimate Flexural Strength of Steel Composite Girder with High Strength Concrete (고강도 콘크리트 강합성 거더의 극한휨강도 실험 평가)

  • Kim, Woon Hak;Lee, Juwon;Lee, Seokmin
    • Journal of the Society of Disaster Information
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    • v.16 no.4
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    • pp.796-805
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    • 2020
  • Purpose: A static loading test was performed to evaluate the ultimate flexural strength of a girder in which 80MPa high-strength concrete was synthesized on the compressive flange of the I-shape steel girder. Method: This test is designed and fabricated two types of specimens with different shear-connection specifications, and evaluated their ultimate flexural behavior until reaching the extreme event limit states. In addition, the ultimate strength was evaluated by comparing the test results and the results of the strain compatibility method. Result: By confirming the displacement within 0.02mm as a result of the relative slip measurement, it was verified that the two specimens secured perfect bonding. Therefore, the difference in the shear specification does not have a great effect on the stiffness, and if the specimens are completely synthesized, there is no difference in the behavior until it reaches the extreme-event limit states. Conclusion: The girder to be tested has a working load within the elastic range and meets the usability requirements for allowable deflection. Therefore, even if a part of the casing is subjected to the tensile force at the level of cracking, the deck will first reach the compression failure due to the role of the reinforcing bar.

Effects of Astaxanthin on the Oxidative Stability and Quality Characteristics of Emulsified Sausages during Cold Storage (아스타잔틴 첨가가 유화형소시지의 저장 중 산화 안정성 및 품질 특성에 미치는 영향)

  • Seo, Jin-Kyu;Park, Jun-Young;Kim, Beom-Hak;Lee, Hyun-Jun;Kang, Seong-Gyun;Yang, Han-Sul
    • Journal of agriculture & life science
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    • v.53 no.3
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    • pp.41-49
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    • 2019
  • Consumers are interested in natural ingredient that replace synthetic antioxidants in meat products. This study was carried out to investigate the effects of astaxanthin (AX) on the oxidative stability and quality characteristics of emulsified sausages during cold storage. Emulsified sausages were prepared as follows: manufactured without AX and BHT (Control), added with 500 mg/kg of BHT (BHT), and added with 80 mg/kg of AX (AX). Addition of AX showed no significant difference in pH, emulsion stability and cooking yield of emulsified sausages (p>0.05). However, the initial color retentivity was the same as that of synthetic antioxidant such as BHT treatment, and the redness was higher when AX treatment was added (p<0.05). The lipid oxidation showed the lowest value in the BHT treatment at the end of storage and the AX treatment also was significant lower than that of control (p<0.05). Hardness was lower in the all treatments at the end of storage than in the control (p<0.05). Therefore, astaxanthin can be used as a color enhancing agent for meat products as well as an natural antioxidant in replacing of BHT which is as synthetic antioxidant.

Development of a Centrifugal Microreactor for the Generation of Multicompartment Alginate Hydrogel (다중 알긴산 입자제조를 위한 원심력 기반 미세유체 반응기 개발)

  • Ju-Eon, Jung;Kang, Song;Sung-Min, Kang
    • Applied Chemistry for Engineering
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    • v.34 no.1
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    • pp.23-29
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    • 2023
  • Microfluidic reactors have been made to achieve significant development for the generation of new functional materials to apply in a variety of fields. Over the last decade, microfluidic reactors have attracted attention as a user-friendly approach that is enabled to control physicochemical parameters such as size, shape, composition, and surface property. Here, we develop a centrifugal microfluidic reactor that can control the flow of fluid based on centrifugal force and generate multifunctional particles of various sizes and compositions. A centrifugal microfluidic reactor is fabricated by combining microneedles, micro- centrifuge tubes, and conical tubes, which are easily obtained in the laboratory. Depending on the experimental control param- eters, including centrifuge rotation speed, alginate concentration, calcium ion concentration, and distance from the needle to the calcium aqueous solution, this strategy not only enables the generation of size-controlled microparticles in a simple and reproducible manner but also achieves scalable production without the use of complicated skills or advanced equipment. Therefore, we believe that this simple strategy could serve as an on-demand platform for a wide range of industrial and academic applications, particularly for the development of advanced smart materials with new functionalities in biomedical engineering.

Effects of Corrugated GFRP Shear Connector Width and Pitch on In-plane Shear Behavior of Insulated Concrete Sandwich Wall Panels (CSWP) (파형 GFRP 전단연결재의 폭 및 너비에 따른 중단열 벽체의 면내전단거동)

  • Jang, Seok-Joon;Oh, Tae-Sik;You, Young-Chan;Kim, Ho-Royng;Yun, Hyun-Do
    • Journal of the Korea Concrete Institute
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    • v.26 no.4
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    • pp.421-428
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    • 2014
  • This paper describes the experimental results of insulated concrete sandwich wall panels (CSWP) with corrugated glass fiber-reinforced polymer (GFRP) shear connectors under in-plane shear loading. Corrugated GFRP shear connectors were used to improve the thermal property of insulated CSWP and to achieve composite action between the interior and exterior concrete wall panels. Test specimens were consist of three concrete panels with two insulation layers between concrete panels and middle concrete panels was loaded in the direction of gravity. To evaluate the effects of insulation types (extruded polystyrene, XPSS and expanded polystyrene, EPS), shear connector pitch (300 and 400 mm) and width (10 and 15 mm) on in-plane shear behavior of insulted CSWP, failure mode and shear flow-average relative slip relationship of specimens were investigated. Test results indicate that the bond stress between concrete panel and insulation is considerable initially. Especially in case of insulated CSWP without shear connector, initial stiffness of CSWP with XPSS is superior to that of CSWP with EPS. The shear connector's contribution to in-plane shear performance of insulated CSWP depends on the type of insulation.

Load Distribution Factors for Two-Span Continuous I-Girder Bridges (2경간 연속 I-형교의 하중분배계수)

  • Back, Sung Yong;Shin, Gi Su
    • Journal of Korean Society of Steel Construction
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    • v.19 no.2
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    • pp.233-245
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    • 2007
  • Previous finite element studies have shown that AASHTO Standard load distribution factor (LDF) equations appear to be conservative for longer spans and larger girder spacing, but too permissible for short spans and girder spacing. AASHTO LRFD specification defines the distribution factor equation for girder spacing, span length, slab thickness, and longitudinal stiffness. However, this equation requires an iterative procedure to correctly determine the LDF value due to an initially unknown longitudinal stiffness parameter. This study presents a simplified LDF equation for interior and exterior girders of two-span continuous I-girder bridges that does not require an iterative design procedure. The finite element method was used to investigate the effect of girder spacing, span length, slab thickness, slab width, and spacing and size of bracing. The computer program, GTSTRUDL, was used to idealize the bridge superstructures as the eccentric beam model, the concrete slab by quadrilateral shell elements, steel girders by space frame members, and the composite action between these elements by rigid links. The distribution factors obtained from these analyses were compared with those from the AASHTO Standard and LRFD methods. It was observed through the parametric studies that girder spacing, span length, and slab thickness were the dominant parameters compared with others. The LRFD distribution factor for the interior girder was found to be conservative in most cases, whereas the factor for the exterior girder to be unconservative in longer spans. Furthermore, a regression analysis was performed to develop simplified LDF formulas. The formulas developed in this study produced LDF values that are always conservative to those from the finite element method and are generally smaller than the LDF values obtained from the AASHTO LRFD specification. The proposed simplified equation will assist bridge engineers in predicting the actual LDF in two-span continuous I-girder bridges.

Manufacture and Qualification of Composite Main Reflector of High Stable Deployable Antenna for Satellite (위성용 전개형 고안정 반사판 안테나 주반사판 제작 및 검증)

  • Dong-Geon Kim;Hyun-Guk Kim;Dong-Yeon Kim;Kyung-Rae Koo;Ji-min An;O-young Choi
    • Composites Research
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    • v.37 no.3
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    • pp.219-225
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    • 2024
  • It is essential to develop a light-weight, high-performance structure for the deployable reflector antenna, which is the payload of a reconnaissance satellite, considering launch and orbital operation performance. Among them, the composite main reflector is a key component that constitutes a deployable reflector antenna. In particular, the development of a high-performance main reflector is required to acquire high-quality satellite images after agile attitude control maneuvers during satellite missions. To develop main reflector, the initial design of the main reflector was confirmed considering the structural performance according to the laminate stacking design and material properties of the composite main reflector that constitutes the deployable reflector antenna. Based on the initial design, four types of composite main reflectors were manufactured with the variable for manufacturing process. As variables for manufacturing process, the curing process of the composite structure, the application of adhesive film between the carbon fiber composite sheet and the honeycomb core, and the venting path inside the sandwich composite were selected. After manufacture main reflector, weight measurement, non-destructive testing(NDT), surface error measurement, and modal test were performed on the four types of main reflectors produced. By selecting a manufacturing process that does not apply adhesive film and includes venting path, for a composite main reflector with light weight and structural performance, we developed and verified a main reflector that can be applied to the SAR(Synthetic Aperture Rader) satellite.

Tautomerism and Alkylation of 5-Amino-2H-1,2,4-thiadiazoline-3-one (5-Amino-2H-1,2,4-thiadiazoline-3-one의 토토머화 현상과 알킬화 반응)

  • Cho, Nam Sook;Park, Young Cheol;Ra, Do Young;Kang, Sungkwon
    • Journal of the Korean Chemical Society
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    • v.39 no.7
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    • pp.564-571
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    • 1995
  • 5-Amino-2H-1,2,4-thiadiazoline-3-one has been prepared from 2-thiobiuret through a oxidative cyclization under basic hydrogen peroxide condition. Lactam-lactim tautomerism of 5-amino-2H-1,2,4-thiadiazoline-3-one has been examined by spectroscopic methods and ab initio molecular orbital calculation. These results were shown that 5-amino-2H-1,2,4-thiadiazoline-3-one exists as lactam form. Reaction conditions for alkylating 5-amino-2H-1,2,4-thiadiazoline-3-one with alkyl halides in the presence of various bases were studied in DMF and $H_2O$-THF two phase system. $Li_2CO_3$ base in DMF method gave best result in this investigation. The alkylation has been taken place at N-2 position. The identification of the product is confirmed by spectral data of IR, $^1H$ NMR and $^13C$ NMR and the comparison of authentic sample, 5-amino-2-methyl-1,2,4-thiadiazolidine-3-one, obtained from the oxidative cyclization of 5-methyl-2-thiobiuret.

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Comparative analysis of Machine-Learning Based Models for Metal Surface Defect Detection (머신러닝 기반 금속외관 결함 검출 비교 분석)

  • Lee, Se-Hun;Kang, Seong-Hwan;Shin, Yo-Seob;Choi, Oh-Kyu;Kim, Sijong;Kang, Jae-Mo
    • Journal of the Korea Institute of Information and Communication Engineering
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    • v.26 no.6
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    • pp.834-841
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    • 2022
  • Recently, applying artificial intelligence technologies in various fields of production has drawn an upsurge of research interest due to the increase for smart factory and artificial intelligence technologies. A great deal of effort is being made to introduce artificial intelligence algorithms into the defect detection task. Particularly, detection of defects on the surface of metal has a higher level of research interest compared to other materials (wood, plastics, fibers, etc.). In this paper, we compare and analyze the speed and performance of defect classification by combining machine learning techniques (Support Vector Machine, Softmax Regression, Decision Tree) with dimensionality reduction algorithms (Principal Component Analysis, AutoEncoders) and two convolutional neural networks (proposed method, ResNet). To validate and compare the performance and speed of the algorithms, we have adopted two datasets ((i) public dataset, (ii) actual dataset), and on the basis of the results, the most efficient algorithm is determined.