• Title/Summary/Keyword: Reduction of Interior Noise

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Noise Reduction of Interior Permanent Magnet Synchronous Motor (매입형 영구자석 동기모터(IPMSM)의 소음저감 연구)

  • Jeon, Yong-Hyun;Park, Il-Han;Kim, Young-Sun;Lee, Hyeong-Chul
    • Proceedings of the KIEE Conference
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    • 2009.07a
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    • pp.636_637
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    • 2009
  • 본 논문은 에어컨용 압축기에 탑재되는 모터 중, 특히 회전자 내부에 자석을 위치시키는 매입형 영구자석 동기모터(IPMSM)에 관한 것이다. IPMSM은 마그네틱 토크에 더하여 릴럭턴스 토크를 이용하므로 보다 고효율의 영구자석 모터가 가능하여 세계 각국의 에너지 규제 강화와 관련하여 압축기의 고효율화에 부합한다고 할 수 있겠다. 한편 IPMSM의 고정자는 권선방식에 따라 고정자 치(齒, Teeth)에 직접 권선하는 집중권 방식과 다수의 슬롯을 구비하여 여러개의 슬롯에 걸쳐 권선하는 분포권 방식으로 나눌 수 있다. 본 논문에서는 집중권 방식 모터의 인덕턴스 파형을 정현적으로 분포하도록 하여 모터로부터 발생하는 압축기의 소음을 저감하는 것을 검증하였다.

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Feedback control strategies for active control of noise inside a 3-D vibro-acoustic cavity

  • Bagha, Ashok K.;Modak, Subodh V.
    • Smart Structures and Systems
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    • v.20 no.3
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    • pp.273-283
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    • 2017
  • This paper presents and compares three feedback control strategies for active control of noise inside a 3-D vibro-acoustic cavity. These are a) control strategy based on direct output feedback (DOFB) b) control strategy based on linear quadratic regulator (LQR) to reduce structural vibrations and c) LQR control strategy with a weighting scheme based on structural-acoustic coupling coefficients. The first two strategies are indirect control strategies in which noise reduction is achieved through active vibration control (AVC), termed as AVC-DOFB and AVC-LQR respectively. The third direct strategy is based on active structural-acoustic control (ASAC). This strategy is an LQR based optimal control strategy in which the coupling between the various structural and the acoustic modes is used to design the controller. The strategy is termed as ASAC-LQR. A numerical model of a 3-D rectangular box cavity with a flexible plate (glued with piezoelectric patches) and with other five surfaces treated rigid is developed using finite element (FE) method. A single pair of collocated piezoelectric patches is used for sensing the vibrations and applying control forces on the structure. A comparison of frequency response function (FRF) of structural nodal acceleration, acoustic nodal pressure, and piezoelectric actuation voltage is carried out. It is found that the AVC-DOFB control strategy gives equal importance to all the modes. The AVC-LQR control strategy tries to consume the control effort to damp all the structural modes. It is seen that the ASAC-LQR control strategy utilizes the control effort more intelligently by adding higher damping to those structural modes that matter more for reducing the interior noise.

Dynamic Analysis Design of Balance Shaft for Reducing Engine Inertia Force and Pitching Moment (엔진 관성력과 피칭모멘트 저감을 위한 밸런스샤프트의 동역학 설계)

  • Kim, Byeong Jun;Boo, Kwang Suk;Kim, Heung Seob
    • Journal of the Korea Convergence Society
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    • v.13 no.4
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    • pp.307-313
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    • 2022
  • The importance of engine vibration reduction is increasing as the vehicle interior noise becomes more serious due to higher output and lighten weight trends. Recently, the balance shaft attachment has been proposed as a representative method for the engine vibration reduction. The balance shaft is a device that cancels the vibrations generated in the reciprocating motion of the piston and the conrod by using an arbitrary eccentric mass, and can improve fuel efficiency and ride comfort at the same time. This paper proposes the unbalance amount and shape of the balance shaft to induce and offset the inertia force generated by the engine structure. The proposed two-shaped balance shaft was implemented as an ADAMS multi-body dynamics model, and the reduction of the inertial force in the actual behavior was confirmed through dynamic simulation.

A study on application of an E/V shaft cooling system to reduce the stack effect in high-rise building (연돌효과 저감을 위한 E/V샤프트 냉각장치의 적용에 대한 연구)

  • Lim, Hyun-Woo;Lee, June-Ho;Seo, Jung-Min;Lee, Jung-Hun;Song, Doo-Sam
    • Proceedings of the SAREK Conference
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    • 2009.06a
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    • pp.284-292
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    • 2009
  • The stack-effect in high-rise buildings in winter causes many problems such as difficulties in opening or closing doors, infiltration, energy loss, noise and fire protection. Stack effect is influenced by temperature difference between the interior and exterior of building and the height of building. As an attenuation method for stack effect, the architectural methods are generally used. However, as though architectural methods were fully adopted, the problems are reported as ever in tall building. In this study, a new method to reduce stack effect will be suggested. As an active control method against the stack effect, E/V shaft natural cooling method is suggested. In this paper, the concept of E/V shaft natural cooling system and its reduction performance of stack effect by simulation and field measurement will be reported.

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Analytical Study on Vibrational Properties of High Damping Polymer Concrete (고 감쇠 폴리머 콘크리트의 진동 특성에 관한 해석적 연구)

  • Kim, Jeong-Jin;Kim, Jong
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.24 no.5
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    • pp.119-125
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    • 2020
  • Research on high-attenuation concrete for the vibration reduction performance by mixing epoxy-based synthetic resins and aggregates is actively being conducted. The curing time of high-attenuation concrete is very short because water is not used, and the physical and dynamic properties are very excellent. therefore, it is expected to be widely used in building structures requiring reduction of interior-floor noise and vibration. Furthermore, A way to expand the applicability of the high-damping concrete mixed with polymer in the field of reinforcement material have been variously studied. In order to replace polymer concrete with ordirnary concrete and existing anti-vibration reinforcement material, it is necessary to review overall vibration reduction performance considering physical properties, dynamic properties, productivity and field applicability. In this study, the physical and dynamic properties of polymer concrete by epoxy mixing ratio compared with ordirnary concrete. As a result, the elastic modulus was similar. On the other hand, polymer concrete for the compressive, tensile, and flexural strengths was quite more excellent. In particular, the measured tensile strength of polymer concrete was 4-10 times higher than that of ordirnary concrete. it was a big difference, and the frequency response function and damping ratio was studied through modal test and finite element analysis model. The dynamic stiffness of polymer concrete was 20% greater than that of ordirnary concrete, and the damping ratio of polymer concrete was approximately 3 times more than that of ordirnary concrete.