• Title/Summary/Keyword: Load Carrying Capability

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Validation of a smart structural concept for wing-flap camber morphing

  • Pecora, Rosario;Amoroso, Francesco;Amendola, Gianluca;Concilio, Antonio
    • Smart Structures and Systems
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    • v.14 no.4
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    • pp.659-678
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    • 2014
  • The study is aimed at investigating the feasibility of a high TRL solution for a wing flap segment characterized by morphable camber airfoil and properly tailored to be implemented on a real-scale regional transportation aircraft. On the base of specific aerodynamic requirements in terms of target airfoil shapes and related external loads, the structural layout of the device was preliminarily defined. Advanced FE analyses were then carried out in order to properly size the load-carrying structure and the embedded actuation system. A full scale limited span prototype was finally manufactured and tested to: ${\bullet}$ demonstrate the morphing capability of the conceived structural layout; ${\bullet}$ demonstrate the capability of the morphing structure to withstand static loads representative of the limit aerodynamic pressures expected in service; ${\bullet}$ characterize the dynamic behavior of the morphing structure through the identification of the most significant normal modes. Obtained results showed high correlation levels with respect to numerical expectations thus proving the compliance of the device with the design requirements as well as the goodness of modeling approaches implemented during the design phase.

Wear characteristics of build-up weld metal using CH-90 Electrode (CH-90 용접봉을 이용한 육성 용접부의 마모 특성에 관한 연구)

  • Lee, Bo-Yeong;An, Dae-Hwan;Kim, Jae-Seong;Jin, Hyeong-Guk
    • Proceedings of the KWS Conference
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    • 2006.10a
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    • pp.225-227
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    • 2006
  • As rail steel at a crossing area must undergo much higher loading than those at regular railway, Mn-alloyed steel is normally used for its high load-carrying capability and reduced wear rate. However, as these Mn-alloyed steel is tend to have casting defects, manufacturing cost to produce defect-free Mn-alloyed steel becomes quite expensive. Therefore, in order to replace Mn-alloyed steel, we performed build-up welding using CH-90 and investigated regarding to wear characteristics of build-up weld metal.

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An Analysis for Turbulent Hybrid Bearings with Fluid Inertia and Swirl Injection Effects (유체의 관성력과 스월의 영향을 고려한 난류 하이브리드 베어링의 해석)

  • 이용복;김창호;최동훈
    • Tribology and Lubricants
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    • v.12 no.3
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    • pp.85-91
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    • 1996
  • An analysis for turbulent hybrid beatings with fluid inertia and swirl injection effect was derived for studying static characteristics of swirl-controlled hybrid journal. The swirl-controlled hybrid journal beating is considered to have more freedom in stability control in high speed rotating machinery. Current analysis is compared with experimental results with 3-recess hydrostatic journal bearing. The analysis revealed that the fluid momentum exchange at orifice discharge could produce pressure rise inside the recess region which can control the shear flow induced by journal rotation. The analysis also shows that the swirl-controlled hybrid journal beating has a capability of controlling load carrying capacity and stability by manipulating supply pressure and injection angle.

Characteristics of Rail head Upbringing Welding using CH-90 Electrode (CH-90 용접봉을 이용한 레일 두부 육성용접의 특성)

  • Lee, Bo-Yeong;An, Dae-Hwan;Kim, Jae-Seong;Ryu, Deok-Hui;Jin, Hyeong-Guk;Gwon, Ho-Jin
    • Proceedings of the KWS Conference
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    • 2005.11a
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    • pp.177-179
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    • 2005
  • As rail steel at a crossing area must undergo much higher loading than those at regular railway, Mn-containing casting steel is normally used for its high load-carrying capability and reduced wear rate. However, as these Mn-containing casting steel is tend to have casting defects, manufacturing cost to produce defect-free Mn-containing casting steel becomes quite expensive. Therefore, in order to investigate the possibilities of replacing expensive Mn-containing casting steel with a mild steel with a surface build-up using a Mn-alloyed steel electrode.

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Studies of Dapped Ended Beams with Disturbed Regions Containing T-headed bars and Steel fibers (헤디드 바와 강섬유로 보강한 Dapped Ended Beam의 구조 실험)

  • Choi Jin Hyouk;Lee Chang Hoon;Lee Joo Ha;Yoon Young Soo
    • Proceedings of the Korea Concrete Institute Conference
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    • 2005.05a
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    • pp.39-42
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    • 2005
  • This test program is to investigate the benefits of using headed bars to replace conventional stirrups and using steel fibers to reinforce in the disturbed regions in the dapped ended beam, This distribution of reinforcement was selected for aspects associated with the portion of beam section in bridge structures. The beams containing T-headed bars have a superior performance such as improved ductility, larger energy adsorption and enhanced post-peak load carrying capability. The capacity of DEB with steel fibers also show increase of ductility, shear strength, and crack.

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Development of Methodology of New Effective Installed Reserve Rate considering Renewable Energy Generators (신재생에너지전원을 고려한 새로운 유효설비예비율 평가방법의 개발)

  • Park, Jeong-Je;Choi, Jae-Seok
    • The Transactions of The Korean Institute of Electrical Engineers
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    • v.59 no.1
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    • pp.26-32
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    • 2010
  • This paper proposes a new effective installed reserve rate in order to evaluate reliability of power system considering renewable generators, which include uncertainty of resource supply. It is called EIRR(effective installed reserve rate) in this paper. It is developed with considering capacity credit based on ELCC by using LOLE reliability criterion. While the conventional installed reserve rate index yields over-evaluation reliability of renewable generators, the proposed EIRR describes actual effective installed reserve rate. However, it is not the probabilistic reliability index as like as LOLE or EENS but another deterministic effective reliability index. The proposed EIRR is able to evaluate the realistic contribution to the reliability level for power system considering wind turbine generators and solar cell generators with high uncertainty in resource supply. The case study in model system as like as Jeju power system size presents a possibility that the proposed EIRR can be used practically as a new deterministic reliability index for generation expansion planning or operational planning in future.

An overview of the structural requirements of passenger carrying rolling stock according to EN12663 and prEN15227 (EN12663과 prEN15227에 따른 객차의 구조적 요구사항 검토)

  • Ainoussa, Amar;Chang, D.S.;Paik, J.S.
    • Proceedings of the KSR Conference
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    • 2007.11a
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    • pp.816-823
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    • 2007
  • As the South Korean rolling stock industry is developing designs for full compliance with the European Standards, it is fitting to take a look at these two core standards. The paper presents an overview of the load cases and structural requirements developed in Europe for the design of safe and compatible rolling stock vehicles. These load cases and structural requirements have been compiled into two standards namely EN12663 and EN15227. Standard EN12663 was developed as a reference design requirements standard. The work was mandated and sponsored by the European Committee for Standardization and Standard issuing National Institutions. EN12663 specifies a series of proof and fatigue load cases for European rolling stock regulations compliant vehicle designs. As EN12663 does not address the crashworthiness issue, a dedicated crashworthiness standard, EN15227, was therefore developed in a similar manner through industry wide consultations managed by a Trans-European working group of experienced engineers and specialists. In both standards, the vehicle and/or trains are grouped into categories reflecting the vehicle types and/or their indented operational function. EN15227, developed to complement EN12663, addresses the "passive" crashworthiness capability of the vehicles and trains. EN15227 specifies reference crash scenarios similar to those found in the Technical Specification for Interoperability (TSI) of high speed trains operating in Europe. The overview also touches on a general comparison with the corresponding British Group Standard (GM/RT2100) and also the UIC leaflet based load cases. The exercise is extended to pertinent design load cases specified by the Federal Railroad Administration (FRA) in the US.

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Prediction of Necking in Tensile Test using Crystal Plasticity Model and Damage Model (결정소성학 모델과 손상 모델을 이용한 박판소재의 네킹 예측)

  • Kim, Jong-Bong;Hong, Seung-Hyun;Yoon, Jeong-Whan
    • Journal of the Korean Society for Precision Engineering
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    • v.29 no.8
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    • pp.818-823
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    • 2012
  • In order to predict necking behaviour of aluminium sheets, a crystal plasticity model is introduced in the finite element analysis of tensile test. Due to the computational limits of time and memory, only a small part of tensile specimen is subjected to the analysis. Grains having different orientations are subjected to numerical tensile tests and each grain is discretized by many elements. In order to predict the sudden drop of load carrying capacity after necking, a well-known Cockcroft-Latham damage model is introduced. The mismatch of grain orientation causes stress concentration at several points and damage is evolved at these points. This phenomenon is similar to void nucleation. In the same way, void growth and void coalescence behaviours are well predicted in the analysis. For the comparison of prediction capability of necking, same model is subjected to finite element analysis using uniform material properties of polycrystal with and without damage. As a result, it is shown that the crystal plasticity model can be used in prediction of necking and fracture behavior of materials accurately.

Post-buckling Behavior and Vibration Characteristics of Patched Reinforced Spherical Composite Panels (패치로 보강된 구형 복합재료 패널의 후좌굴 거동 및 진동 특성해석)

  • Lee, J.J.;Yeom, C.H.;Lee, I.
    • Composites Research
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    • v.14 no.4
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    • pp.27-34
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    • 2001
  • The finite element method based on the total Lagrangian description of the motion and the Hellinger-Reissner principle with independent strain is applied to investigate the nonlinear behavior and vibration characteristics for patched reinforced laminated spherical panels. The patched elements are formulated using variable thickness at arbitrary point on the reference plane. The cylindrical arc-length method is adopted to obtain a nonlinear solution. The post-buckled vibration is assumed to be small amplitude. The effect of patch in the spherical shell Panel is investigated on the nonlinear response and the fundamental vibration characteristics. The present results show that the load-carrying capability can be improved by reinforcing patch. The fundamental frequency of patched panel is lower than that of equivalent shell panel. However, the fundamental frequency of patched panel does not decrease greatly due to the increase of nonlinear geometrical stiffness under loading.

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Smart Phone Robot Made of Smart Soft Composite (SSC)

  • Wang, Wei;Rodrigue, Hugo;Lee, Jang-Yeob;Han, Min-Woo;Ahn, Sung-Hoon
    • Composites Research
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    • v.28 no.2
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    • pp.52-57
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    • 2015
  • Soft morphing robotics making use of smart material and based on biomimetic principles are capable of continuous locomotion in harmony with its environment. Since these robots do not use traditional mechanical components, they can be built to be light weight and capable of a diverse range of locomotion. This paper illustrates a flexible smart phone robot made of smart soft composite (SSC) with inchworm-like locomotion capable of two-way linear motion. Since rigid components are embedded within the robot, bending actuators with embedded rigid segments were investigated in order to obtain the maximum bending curvature. To verify the results, a simple mechanical model of this actuator was built and compared with experimental data. After that, the flexible robot was implemented as part of a smart phone robot where the rigid components of the phone were embedded within the matrix. Then, experiments were conducted to test the smart phone robot actuation force under different deflections to verify its load carrying capability. After that, the communication between the smart phone and robot controller was implemented and a corresponding phone application was developed. The locomotion of the smart phone robot actuated through an independent controller was also tested.