Couple Stress Squeeze Films with VPD in a Curved Circular Geometry

المؤلفون المشاركون

Ponnuswamy, Vimala
Govindaraj, Sumathi

المصدر

Advances in Tribology

العدد

المجلد 2015، العدد 2015 (31 ديسمبر/كانون الأول 2015)، ص ص. 1-7، 7ص.

الناشر

Hindawi Publishing Corporation

تاريخ النشر

2015-02-11

دولة النشر

مصر

عدد الصفحات

7

التخصصات الرئيسية

هندسة ميكانيكية

الملخص EN

The problem of couple stress squeeze films considering viscosity pressure dependence (VPD) has been analysed in a curved circular geometry.

Using Stokes microcontinuum theory and the Barus formula, the Reynolds type equation has been derived.

The approximate analytical expressions for the squeeze film pressure and load carrying capacity are obtained using a perturbation technique.

The numerical solutions for the squeeze film pressure and load carrying capacity are presented for the sinusoidal motion of the upper curved disk, assuming an exponential form for the curvature.

The effects of curvature, the non-Newtonian couple stresses, and VPD and their combined effects are investigated through the squeeze film pressure and the load carrying capacity of the squeeze film.

نمط استشهاد جمعية علماء النفس الأمريكية (APA)

Ponnuswamy, Vimala& Govindaraj, Sumathi. 2015. Couple Stress Squeeze Films with VPD in a Curved Circular Geometry. Advances in Tribology،Vol. 2015, no. 2015, pp.1-7.
https://search.emarefa.net/detail/BIM-1053973

نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)

Ponnuswamy, Vimala& Govindaraj, Sumathi. Couple Stress Squeeze Films with VPD in a Curved Circular Geometry. Advances in Tribology No. 2015 (2015), pp.1-7.
https://search.emarefa.net/detail/BIM-1053973

نمط استشهاد الجمعية الطبية الأمريكية (AMA)

Ponnuswamy, Vimala& Govindaraj, Sumathi. Couple Stress Squeeze Films with VPD in a Curved Circular Geometry. Advances in Tribology. 2015. Vol. 2015, no. 2015, pp.1-7.
https://search.emarefa.net/detail/BIM-1053973

نوع البيانات

مقالات

لغة النص

الإنجليزية

الملاحظات

Includes bibliographical references

رقم السجل

BIM-1053973