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On Constructing an Explicit Algebraic Stress Model Without Wall-Damping Function
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  • On Constructing an Explicit Algebraic Stress Model Without Wall-Damping Function
  • On Constructing an Explicit Algebraic Stress Model Without Wall-Damping Function
저자명
Park. Noma,Yoo. Jung-Yul
간행물명
KSME international journal
권/호정보
2002년|16권 11호|pp.1522-1539 (18 pages)
발행정보
대한기계학회
파일정보
정기간행물|ENG|
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이 논문은 한국과학기술정보연구원과 논문 연계를 통해 무료로 제공되는 원문입니다.
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기타언어초록

In the present study, an explicit algebraic stress model is shown to be the exact tensor representation of algebraic stress model by directly solving a set of algebraic equations without resort to tensor representation theory. This repeals the constraints on the Reynolds stress, which are based on the principle of material frame indifference and positive semi-definiteness. An a priori test of the explicit algebraic stress model is carried out by using the DNS database for a fully developed channel flow at Rer = 135. It is confirmed that two-point correlation function between the velocity fluctuation and the Laplacians of the pressure-gradient i s anisotropic and asymmetric in the wall-normal direction. Thus, a novel composite algebraic Reynolds stress model is proposed and applied to the channel flow calculation, which incorporates non-local effect in the algebraic framework to predict near-wall behavior correctly.