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Reinforcing Effect of Nanoclay on Buckling Behavior of Glass Fiber/Epoxy-Clay Cylindrical Grid Structures _ Experimental study

عنوان مقاله: Reinforcing Effect of Nanoclay on Buckling Behavior of Glass Fiber/Epoxy-Clay Cylindrical Grid Structures _ Experimental study
شناسه ملی مقاله: WMECH02_061
منتشر شده در کنفرانس دو سالانه بین المللی مکانیک جامدات تجربی در سال 1392
مشخصات نویسندگان مقاله:

R Zamani - Msc Student
Gh Rahimi - Professor, Faculty of Mechanical Engineering, Tarbiat Modares University, ۱۴۱۱۵-۱۱۱, Tehran, Iran,
M Heydayatian - MSc Student

خلاصه مقاله:
The present study represents the influence of nanoclay on buckling behavior of glass fiber reinforced polymer (GFRP) grid-stiffened nanocomposite shells with diamond lattice patterned reinforcement formed by helical ribs. Axial compression tests have been carried out using an instron testing machine. The nanocomposite grid shells were manufactured from continuous glass fiber using a speciallydesigned filament winding machine. The epoxy/clay nanocomposites with different clay content (0%, 1.5%, 3% and 5% of clay) were used as the matrix of the grid stiffened structures. Based on the experimental results, the critical buckling load of the cylindrical grid samples increase continuously with increasing the clay content and the maximum value of improvement in critical buckling load is about 10% for the samples with 5 wt. % of nanoclay.

کلمات کلیدی:
Axial Compression Test; Critical Buckling Load; Epoxy; Clay; Nanocomposite

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/263998/