• 제목/요약/키워드: elastica

검색결과 56건 처리시간 0.025초

Recent Discovery of Bioactive Natural Products from Taiwanese Marine Invertebrates

  • Shen, Ya-Ching
    • 한국해양바이오학회지
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    • 제1권4호
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    • pp.225-231
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    • 2006
  • The secondary metabolites from Taiwanese marine soft corals and sponges have attracted much attention because they possess considerable potential biological activities. To explore the origin of bioactivity, many cytotoxic natural products were isolated and characterized in the past few years. For examples, The lipophilic extracts from marine sponges Petrosia elastica and Ircinia formosana were found active against several human tumor cells. The investigation of the gorgonian Junceela has also resulted in the discovery of a series of new juncenolides. Bioassay-directed fractionation of Clavularia viridis yielded seven new prostanoids. These compounds have been tested and evaluated as potential antitumor agents. The soft corals of the genus Cespitularia produced novel secondary metabolites with diverse chemical structures and interesting biological activities. Four new norditerpenoids, designated cespitulactones and cespihypotins were isolated from Cespitularia hypotentaculata. Cespitulactones are novel structures having a bond cleavage between C-10 and C-11. In addition, three novel diterpenes were isolated from C. taeniata and designated cespitulactams A, B and C having a phenylethyl amino side chain.

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단순지지 변단면 보의 기하학적 비선형 거동 (Gemetrical Non-Linear Behavior of Simply Supported Tapered Beams)

  • 이병구
    • 한국농공학회지
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    • 제41권1호
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    • pp.106-114
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    • 1999
  • This paper explores the geometrical non-linear behavior of the simply supported tapered beams subject to the trapezoidal distributed load and end moments. In order to apply the Bernoulli -Euler beam theory to this tapered beam, the bending moment equation on any point of the elastical is obtained by the redistribution of trapezoidal distributed load. On the basis of the bending moment equation and the BErnoulli-Euler beam theory, the differential equations governging the elastical of such beams are derived and solved numerically by using the Runge-Jutta method and the trial and error method. The three kinds of tapered beams (i.e. width, depth and square tapers) are analyzed in this study. The numerical results of non-linear behavior obtained in this study from the simply supported tapered beams are appeared to be quite well according to the results from the reference . As the numerical results, the elastica, the stress resultants and the load-displacement curves are given in the figures.

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Large deflection behavior of a flexible circular cantilever arc device subjected to inward or outward polar force

  • Al-Sadder, Samir Z.
    • Structural Engineering and Mechanics
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    • 제22권4호
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    • pp.433-447
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    • 2006
  • The problem of very large deflection of a circular cantilever arc device subjected to inward or outward polar force is studied. An exact elliptic integral solution is derived for the two cases and the results are checked using large displacement finite element analysis via the ANSYS package by performing a new novel modeling simulation technique for this problem. Excellent agreements have been obtained between the exact analytical solution and the numerical approach. From this study, a design chart for engineers is developed to predict the required value for the inward polar force for the device to switch on for a given angle forming the circular arc (${\theta}_o$). This study has several interesting applications in mechanical engineering, integrated circuit technology, nanotechnology and especially in microelectromechanical systems (MEMs) such as a MEM circular device switch subjected to attractive or repulsive magnetic forces due to the attachments of two magnetic poles at the fixed and at the free end of the circular cantilever arc switch device.

일정체적 캔틸레버 보의 비선형 해석 (Non-Linear Analysis of Cantilever Beams with Constant Volume)

  • 이병구;이태은;이종국;안대순
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2002년도 봄 학술발표회 논문집
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    • pp.107-114
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    • 2002
  • This paper deals with the non-linear analysis of cantilever beams with constant volume. Numerical methods are developed for solving the elastica of cantilever ben subjected to a tip Point load and a tip couple. The linear, parabolic and sinusoidal tapers with the regular polygon cross-section are considered, whose material volume and span length are always held constant. The Runge-Kutta and Regula-Falsi methods, respectively, are used to integrate the governing differential equations and to compute the unknown value of the tip deflection. The numerical results obtained herein are shown in tables and figures. Also the shapes of strongest beams are determined by reading the minimum values form the deflection versus section ratio curves.

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Large deflection of simple variable-arc-length beam subjected to a point load

  • Chucheepsakul, S.;Thepphitak, G.;Wang, C.M.
    • Structural Engineering and Mechanics
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    • 제4권1호
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    • pp.49-59
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    • 1996
  • This paper considers large deflection problem of a simply supported beam with variable are length subjected to a point load. The beam has one of its ends hinged and at a fixed distance from this end propped by a frictionless support over which the beam can slide freely. This highly nonlinear flexural problem is solved by elliptic-integral method and shooting-optimization technique, thereby providing independent checks on the new solutions. Because the beam can slide freely over the frictionless support, there is a maximum or critical load which the beam can carry and it is dependent on the position of the load. Interestingly, two possible equilibrium configurations can be obtained for a given load magnitude which is less than the critical value. The maximum arc-length was found to be equal to about 2.19 times the fixed distance between the supports and this value is independent of the load position.

Prevalence of Antibiotics in Nectar and Honey in South Tamilnadu, India

  • Solomon, RD. Jebakumar;Santhi, V. Satheeja;Jayaraj, Vimalan
    • Animal cells and systems
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    • 제10권3호
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    • pp.163-167
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    • 2006
  • Reverse-Phase High-performance Liquid Chromatography (RP-HPLC) based technique is one of the most sensitive techniques to detect the antibiotics present in honey. In the southern part of Tamilnadu, India, majority of the farmlands are occupied by plantations such as coconut, banana and rubber. A variety of antimicrobial compounds and antibiotics, which have been reported in pollen, nectar and other floral parts of the plant, gets accumulated in honey through honeybees (Apis mellifera). We have collected the nectar samples from banana (Musa paridasiaca) and rubber (Ficus elastica) flowers and the honey from honey hives of banana and rubber cultivated areas. The extracted nectar and honey samples are subjected to RP-HPLC analysis with authentic antibiotic standards. Nectar and honey samples showed 4-17, 11-29 ${\mu}g/kg$ of streptomycin, 2-29, 3-44 ${\mu}g/kg$ of ampicillin and 17-34, 26-48 ${\mu}g/kg$ of kanamycin respectively.

변화위치 집중하중을 받는 변단면 단순보의 비선형 거동 (Non-Linear Behavior of Tapered Simple Beam with a Floating Concentrated Load)

  • 이병구
    • 한국농공학회지
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    • 제42권2호
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    • pp.108-114
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    • 2000
  • This paper explores the non-linear behavior of tapered beam subjected to a floating concentration load. For applying the Bernoulli-Euler beam theory to this beam, the bending moment at any point of elastical is obtained from the final equilibrium stage. By using the bending moment equation and the Bernoulli-Euler beam theory, the differential equations governing the elastica of simple beam are derived , and solved numberically . Three kinds of tapered beam types are considered . The numerical results of the non-linear behavior obtained in this study are agreed quite well to the results obtained from the laboratory-scale experiments.

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Large deflections of variable-arc-length beams under uniform self weight: Analytical and experimental

  • Pulngern, Tawich;Halling, Marvin W.;Chucheepsakul, Somchai
    • Structural Engineering and Mechanics
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    • 제19권4호
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    • pp.413-423
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    • 2005
  • This paper presents the solution of large static deflection due to uniformly distributed self weight and the critical or maximum applied uniform loading that a simply supported beam with variable-arc-length can resist. Two analytical approaches are presented and validated experimentally. The first approach is a finite-element discretization of the span length based on the variational formulation, which gives the solution of large static sag deflections for the stable equilibrium case. The second approach is the shooting method based on an elastica theory formulation. This method gives the results of the stable and unstable equilibrium configurations, and the critical uniform loading. Experimental studies were conducted to complement the analytical results for the stable equilibrium case. The measured large static configurations are found to be in good agreement with the two analytical approaches, and the critical uniform self weight obtained experimentally also shows good correlation with the shooting method.

팽이버섯(Flammulina velutipes)의 Genome-wide SNP (Single Nucleotide Polymorphism)에 의한 계통 분석 (Genome-wide Single Nucleotide Polymorphism-based Assay for Phylogenetic Relationship of the Flammulina velutipes)

  • 우성이;김은선;한재구;장갑열;신평균;오연이;오민지;조성환;이정희;김경수;공원식
    • 한국균학회지
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    • 제43권4호
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    • pp.231-238
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    • 2015
  • 팽이버섯(Flammulina velutipes) 25품종의 유전체 재분석 데이터를 표준유전체(KACC42781)와 비교하여 genomewide single nucleotide polymorphism (SNP)를 선발하였다. 균주에 따른 mapping율의 차이는 균주간 변이를 반영하였으며, genome-wide SNP분포는 homozygous SNP, heterozygous SNP로 구분되었으며 모두 균주에 따른 변이가 크게 나타났다. 수집균주들 사이의 유연관계를 살펴보기 위해, 계통수를 그려본 결과, Group I은 F. velutipes var. 계통인 ASI 4062, 4148, 4195이 묶여지고, Group II는 ASI 4188 F. elastica, ASI 4190 F. fennae, ASI 4194 F. rossica의 다른 종이 별도의 그룹을 형성하였다. 그 외 F. velutipes 19개 계통은 같은 그룹으로 나타났으며 그 유전적 자리를 잘 반영하였다. 한편 백색 group과 갈색 group을 유연관계로 분석하고자 시도하였으나 색깔에 따른 group은 이루어지지 않았다. 한국 백색 품종인 ASI 4210, 4166, 4178과 일본 백색 품종인 ASI 4209, 4167을 분석한 결과 phylogenetic tree상에서 한국 백색 품종과 일본 백색 품종간의 유전적 상동성이 매우 높음을 확인할 수 있었다.

비틀림 하중을 받는 얇은 빔의 동적 불안정성에 관한 연구 (Study on the Dynamic Torsional Instability of a Thin Beam)

  • 박진선;주재만;박철희
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 1995년도 추계학술대회논문집; 한국종합전시장, 24 Nov. 1995
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    • pp.185-190
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    • 1995
  • In recent years, many researcher have been interested in the stability of a thin beam. Among them, Pai and Nayfeh[1] had investigated the nonplanar motion of the cantilever beam under lateral base excitation and chaotic motion, but this study is associated with internal resonance, i.e. one to one resonance. Also Cusumano[2] had made an experiment on a thin beam, called Elastica, under bending loads. In this experiment, he had shown that there exists out-of-plane motion, involving the bending and the torsional mode. Pak et al.[3] verified the validity of Cusumano's experimental works theoretically and defined the existence of Non-Local Mode(NLM), which is came out due to the instability of torsional mode and the corresponding aspect of motions by using the Normal Modes. Lee[4] studied on a thin beam under bending loads and investigated the routes to chaos by using forcing amplitude as a control parameter. In this paper, we are interested in the motion of a thin beam under torsional loads. Here the form of force based on the natural forcing function is used. Consequently, it is found that small torsional loads result in instability and in case that the forcing amplitude is increasing gradually, the motion appears in the form of dynamic double potential well, finally leads to complex motion. This phenomenon is investigated through the poincare map and time response. We also check that Harmonic Balance Method(H.B.M.) is a suitable tool to calculate the bifurcated modes.

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