• 제목/요약/키워드: Coefficient of interaction (Ci)

검색결과 2건 처리시간 0.017초

Predicting the Frequency of Combustion Instability Using the Measured Reflection Coefficient through Acoustic Excitation

  • Bae, Jinhyun;Yoon, Jisu;Joo, Seongpil;Kim, Jeoungjin;Jeong, Chanyeong;Sohn, Chae Hoon;Borovik, Igor N.;Yoon, Youngbin
    • International Journal of Aeronautical and Space Sciences
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    • 제18권4호
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    • pp.797-806
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    • 2017
  • In this study, the reflection coefficient (RC) and the flame transfer function (FTF) were measured by applying acoustic excitation to a duct-type model combustor and were used to predict the frequency of the combustion instability (CI). The RC is a value that varies with the excitation frequency and the geometry of the combustor as well as other factors. Therefore, in this study, an experimentally measured RC was used to improve the accuracy of prediction in the cases of 25% and 75% hydrogen in a mixture of hydrogen and methane as a fuel. When the measured RCs were used, an unstable condition was correctly predicted, which had not been predicted when the RCs had been assumed to be a certain value. The reason why the CI occurred at a specific frequency was also examined by comparing the peak of the FTF with the resonance frequency, which was calculated using Helmholtz's resonator analysis and a resonance frequency equation. As the CI occurred owing to the interaction between the perturbation in the rate of heat release and that in the pressure, the CI was frequent when the peak of the FTF was close to the resonance frequency such that constructive interference could occur.

마찰돌기를 부착한 지오그리드의 인발특성 평가 (Pullout Characteristics of Geogrid with Attached Passive Reinforcement)

  • 문홍득;유철호
    • 한국지반환경공학회 논문집
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    • 제15권11호
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    • pp.43-51
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    • 2014
  • 본 연구에서는 실트함유율과 상재하중에 따른 보강재(지오그리드)의 인발저항력의 변화를 알아보기 위하여 실트함유율이 각각 0 %, 17 %, 35 %, 수직하중이 각각 30 kPa, 60 kPa, 120 kPa인 형태로 그리드를 무보강과 마찰돌기 형태로 변화를 주어 인발시험을 시행하였다. 인발시험결과 일반 지오그리드의 경우 실트함유율이 증가하면 인발저항력이 감소되지만 마찰돌기를 부착한 그리드의 경우는 동일조건에서 약 20 %의 증가를 보이는 것으로 확인되었고, 상호작용계수는 실트함유량에 따라 0.7~1.6의 분포를 보였다. 이러한 결과를 바탕으로 낮은 수직하중상태에서 보강토옹벽의 설계 시 마찰돌기 부착형 보강재는 뒷채움재료 특성에 따라 사용 길이를 감소시킬 수 있을 것으로 평가되었다.