• Title/Summary/Keyword: mode behavior

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Host Finding, Mating Behavior and Their Reproduction Model of Anagrus incarnatus Haliday (Anagrus incarnatus Haliday의 기주선택 및 교미행동과 이의 생식방법에 관한 연구)

  • 장영덕;여윤수;김용헌
    • Korean journal of applied entomology
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    • v.30 no.2
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    • pp.101-105
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    • 1991
  • The host finding, ovipostition of Anagrus incarnafus Haliday and the sex ratio of its offsprings was determined. Both male and female mate immediately after emergence and the female parasitoid search for host eggs by drumming with antenna immediately after release on the rice seedings. Time required for the host searching, drumming with antenna, tapping and inserting with ovipositor, and ovipositing of A. incarnaws takes 188.5, 17.5, 72.4 and 206.7 seconds, respectively. The time required for mating takes 16-21 seconds. The sex ratio of offsprings between female and male was about 3: 1 in mated females and all the offsprings emerged from the eggs of unmated females were males. So, A. incarnafus can reproduce zygogenetically and parthenogenetically and the mode of parthenogenetic reproduction was an arrhenotokous parasitoid.

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Uncertainty effects of soil and structural properties on the buckling of flexible pipes shallowly buried in Winkler foundation

  • Khemis, Asma;Chaouche, Abdelmadjid Hacene;Athmani, Allaeddine;Tee, Kong Fah
    • Structural Engineering and Mechanics
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    • v.59 no.4
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    • pp.739-759
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    • 2016
  • The failure of civil engineering systems is a consequence of decision making under uncertain conditions. Generally, buried flexible pipes are designed for their transversal behavior to prevent from the important failure mode of buckling. However, the interaction effects between soil and pipe are neglected and the uncertainties in their properties are usually not considered in pipe design. In this regard, the present research paper evaluates the effects of these uncertainties on the uncertainty of the critical buckling hoop force of flexible pipes shallowly buried using the subgrade reaction theory (Winkler model) and First-Order Second-Moment (FOSM) method. The results show that the structural uncertainties of the studied pipes and those of the soil properties have a significant effect on the uncertainty of the critical buckling hoop force, and therefore taking into account these latter in the design of the shallowly flexible pipes for their buckling behavior is required.

Sliding Wear Behavior of Fe-Base Norem 02 Hardfacing Alloy in Pressurized Water (Fe계 Norem 02 경면처리 합금의 고압.수중 마모거동)

  • Lee, Kwon-Yeong;Oh, Young-Min;Lee, Min-Woo;Kim, Seon-Jin
    • Korean Journal of Materials Research
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    • v.12 no.8
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    • pp.608-612
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    • 2002
  • The sliding wear behavior of an iron-base NOREM 02 hardfacing alloy was investigated in the temperature range of $25~250^{\circ}C$ under a contact stress of 103MPa (15ksi). With increasing temperature, the wear loss of Norem 02 in water increased slightly up to $180^{\circ}C$ at which Norem 02 showed the wear loss of 2.1mg. The wear resistance of Norem 02 resulted from the surface hardening due to the strain-induced phase transformation from austenite to $\alpha$'martensite during sliding wear. The wear loss of Norem 02 was smaller in water compared to air at same temperature because the water could be served as a sort of lubricant. The wear mode of NOREM 02 changed abruptly to severe adhesive wear at $190^{\circ}C$ and galling occurred above $200^{\circ}C$. It was caused that the strain- induced phase transformation took place below $180^{\circ}C$ while not above $190^{\circ}C$. Therefore, Norem 02 was considered to be inadequate at high temperature service area.

Analysis of Horizontal Behavior of a Single Column/Shaft by Horizontal Two-way Pile Load Test (반복수평재하시험을 통한 단일형현장타설말뚝의 거동분석)

  • Jeong, Sang-Seom;Song, Sung-Wook;Kim, Byung-Chul
    • Proceedings of the Korean Geotechical Society Conference
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    • 2008.03a
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    • pp.1132-1143
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    • 2008
  • A single Column/Shaft which extended the pile to the column of the bridge with same diameter has better safety and economical profit, but it usually has larger lateral displacement due to lateral loads such as wind, earthquake, wave, etc. A series of horizontal pile load testing were performed to study the lateral behavior of single column/shaft with varying different free lengths and embedded pile lengths. Eight instrumented test piles were cast-in-placed by bonding strain gauges at certain locations on both faces of the pile to measure bending moment, from two-way loadings. Linear variable differential transformers(LVDTs) were installed to measure the lateral pile displacement. Based on this, it is found that the test single column/shaft with different free lengths shows different failure modes. If the test pile has a longer free length, the failure occurs at the near the ground surface, but the shorter one's failure occurs at the below the ground surface.

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The Electrical Characterization of Magnetic Tunneling Junction Cells Using Conductive Atomic Force Microscopy with an External Magnetic Field Generator

  • Heo, Jin-Hee
    • Transactions on Electrical and Electronic Materials
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    • v.11 no.6
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    • pp.271-274
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    • 2010
  • We examined the tunneling current behaviors of magnetic tunneling junction (MTJ) cells utilizing conductive atomic force microscopy (AFM) interfaced with an external magnetic field generator. By introducing current through coils, a magnetic field was generated and then controlled by a current feedback circuit. This enabled the characterization of the tunneling current under various magnetic fields. The current-voltage (I-V) property was measured using a contact mode AFM with a metal coated conducting cantilever at a specific magnetic field intensity. The obtained magnetoresistance (MR) ratios of the MTJ cells were about 21% with no variation seen from the different sized MTJ cells; the value of resistance $\times$ area (RA) were 8.5 K-12.5 K $({\Omega}{\mu}m^2)$. Since scanning probe microscopy (SPM) performs an I-V behavior analysis of ultra small size without an extra electrode, we believe that this novel characterization method utilizing an SPM will give a great benefit in characterizing MTJ cells. This novel method gives us the possibility to measure the electrical properties of ultra small MTJ cells, namely below $0.1\;{\mu}m\;{\times}\;0.1\;{\mu}m$.

A Study on Fatigue Behavior according to Effective Case Depth in Induction Case Hardened SM45C Steel (고주파표면경화한 SM45C 강에서 유교경화층깊이가 피로거동에 미치는 영향)

  • 오세욱;호정원;박원조
    • Journal of Ocean Engineering and Technology
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    • v.5 no.1
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    • pp.71-80
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    • 1991
  • This paper reveals the effect of the effective case depth(ECD) on the fatigue behavior of a high-frequency induction hardened SM45C in rotated bending fatigue test. In addition, the effects of fracture modes(surface origin type, inner origin type) on it are discussed. The fatigue limit of the induction hardened steel is remarkably increased compared with that of base metal. In addition, the fatigue limit is linearly increased as the effective casedepth grows deep in the region of this experiment (ECD/R;0.23-0.49). The S-N curve and fracture mode in the induction case hardened steel are classified into two kinds, as a result : N$_{f}$<10$^{5}$ ;surface origin type fracture(at high stress), N$_{f}$>10$^{5}$ ; in ner origin type fracture(at low stress). In case of inner origin type fracture; as the effective case depth(ECD) gets deep, the fatigue limit is increased by the reason that the fracture origin moves toward center; in reverse, is decreased by reason that the compressive residual stress gets low. As a result, the increasing effect of the former is much bigger than the decreasing effect of the latter, and the fatigue limit is increased as the ECD gets deep.eep.

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Behavior Analysis of In-wheel Drive Type 6WD/6WS Vehicle Based on System Modeling and Driving Simulation (시스템 모델링 및 주행 시뮬레이션을 통한 인휠드라이브 타입 6WD/6WS 차량 플랫폼의 주행 거동 분석)

  • Lee, Jung-Yeob;Suh, Seung-Whan;Shon, Woong-Hee;Yu, Seung-Nam;Han, Chang-Soo
    • Journal of Institute of Control, Robotics and Systems
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    • v.16 no.4
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    • pp.353-360
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    • 2010
  • A skid-steering method which applied to the various mobile robot platforms currently shows its effectiveness in the specified field areas and purposes. This system contains however, several problems of its intrinsic properties such as slippages occurred by different moving direction between vehicle's driving and wheel's rotary and difficulties of driving performance control and so on. This paper deals with the suggestion of suitable control algorithm for 6WD/6WS skid steering wheeled vehicle and verified its feasibility by analyzing the behavior of 6WD/6WS skid-steered wheeled vehicle model and by applying the engineering analytical method to the considered mobile platform. The Performance of vehicle model is evaluated by using slip mode control to follow the steering input and, as a future work, this control algorithm could be applied to real 6WD/6WS in-wheel drive type vehicle finally.

Seismic Performance of an Existing Low-Rise Reinforced Concrete Piloti Building Retrofitted by Steel Rod Damper (강봉댐퍼로 보강한 기존 저층 철근콘크리트 필로티 건물의 내진성능)

  • Baek, Eun Lim;Oh, Sang Hoon;Lee, Sang Ho
    • Journal of the Earthquake Engineering Society of Korea
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    • v.18 no.5
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    • pp.241-251
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    • 2014
  • In this study, shaking table test was carried out to evaluate the seismic behavior and performance of low-rise reinforced concrete (RC) piloti structures with and without retrofit. The specimens were designed considering the characteristics of existing building with pilotis such as natural period, distribution factor of strength and stiffness between columns and core wall on the first soft story. The test for the non-retrofit specimen showed that damage was concentrated on the stiffer member on the same floor as the core wall failed by shear fracture whereas columns experienced slight flexural cracks. Considering the failure mode of the non-retrofit specimen, the retrofit method using steel rod damper was presented for improving the seismic performance of piloti structures. The results of the test for retrofit specimen revealed that the retrofit method was effective for controlling the damage as the main RC structural members were not destroyed and most of input energy was dissipated by hysteretic behavior of the damper.

ANALYSIS OF STEADY FIRE-DRIVEN FLUID FLOW FOR RAILWAY TUNNEL BY DIFFERENT VELOCITY CONDITIONS AT THE END OF TUNNEL (종단부 유속조건 변화에 따른 철도터널 내 정상상태 화재유동해석)

  • Lee, D.C.;Lee, D.H.;Jung, W.S.;Park, S.H.
    • 한국전산유체공학회:학술대회논문집
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    • 2010.05a
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    • pp.208-213
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    • 2010
  • In this study CFD(Computational Fluid Dynamics) analysis of the steady fire-driven fuid flow for the performance test of ventilation at railway tunnel between Heuksok and Nodeul Station from Seoul Metro 9 is performed. There were fans with exhaust and intake modes and each was installed at the middle and both ends of the tunnel. For this test, the pool fire source of methyl alcohol with 1.5MW and smoke generators were installed between the middle of tunnel and Heuksok Station. In this test, the smoke behavior from natural convection was observed for 10 minutes from the ignition of pool fire and then fans with intake-modes at both sides of Heuksok effect of fan-on with intake mode located in the opposite side of the tunnel nearby Heuksok Station on fire-driven fluid flow is studied on when the boundary conditions of fan-on at the tunnel between Heuksok and Nodeul Station are the same as test. FLUENT, a commercial CFD code, is used for this analysis.

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Effects of B and Si Additions on the $DO_3{\rightleftharpoons}B2$ Transition Temperature, Microstructure and Corrosion Behavior of Fe-25at%Al Alloys (Fe-25at%Al합금의 $DO_3{\rightleftharpoons}B2$ 천이온도, 미세조직 및 부식거동에 미치는 B, Si의 영향)

  • Choi, Dap-Chun;Hwang, Keum-Yeon
    • Journal of Korea Foundry Society
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    • v.12 no.2
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    • pp.131-138
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    • 1992
  • The effects of B additions, alone or in combination with Si, on the microstructure, $DO_3{\rightleftharpoons}B2$ transition temperature($T_c$) and corrosion behavior of Fe-25at%Al alloys were investigated. The raw materials were arc-melted in vacuum and then subjected to the following heat treatments to maximize the $DO_3$ order : homogenized at $1000^{\circ}C$ for 48hrs, slowly cooled to $500^{\circ}C$, and held at that temperature for 24hours. Results showed that the B addition to Fe-25at%Al alloys does indeed refine the grain and change from intergranular to transgranular fracture mode at room temperature, indicating a strengthening of grain boundaries. The Fe-25at% Al-1at% B-3at% Si alloy showed the highest $T_c$(${\Delta}T_c=150^{\circ}C$) in this work. However, the effectiveness of Si in raising $T_c$ decreased with more than 5at% Si additions combined with B. Since the preferential corrosion occurs at the precipitates, the corrosion resistance decreased due to the increased amount of precipitates with alloying additions.

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