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Ortasında delik bulunan eğrisel yüzeyli kompozit plakların burkulma davranışı

Buckling behavior of curved composite plates with a central circular hole

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Abstract (2. Language): 
In this study, buckling behavior of E-glass/epoxy composite plate with curved surface having[±60o]2and [±75o]2orientation angles was investigated experimentally. As test material, 100- mm diameter composite pipeswere fabricated using filament winding processat±60o and±75o stacking sequences in Izoreel Firm.The composite specimens were trimmed using a diamond saw after pulling the pipe out of the mandrel. Test specimen lengths were 50, 65 and80-mm. Some of specimens were coded as “un-holed” the other specimens were holed using drilling machine with velocity of 350 rpm (Revolutionsper Minute) at three different central hole sizes such as 5, 10 and 15-mm. The buckling tests were carried out using Universal Shimadzu AG-X testing machine having 100 kN loading capacity at room temperature. In the tests, the cross-head speed of testing machine was chosen as 1 mm/min. The tests were performed using a specially designed and manufactured apparatus which was given in Figure 2. The aim of this study is to investigate the effect of the fiber orientation, hole diameter/width ratio (D/B=0; 0,17; 0,33; 0,5) and specimen length/thickness ratio (L/t=25; 32,5; 40)on curved composite plates. Each test parameter was repeated 4 times and average values were calculated. Critical buckling loads were obtained for all of test data. Figures were created by test data for better understanding of buckling behavior of E-glass/epoxy composite plates.Then these figure curves were compared. As an example images of damaged specimens with ±75oorientationare given in Figure 6-8. These damage cases are evaluated. As a result, it is seen that the fiber orientation, D/B and L/t ratios of test specimens have significant effects on the critical buckling loads of curved composite plates. Also, a similar effect was seen on the damage images. Critical buckling loads increase with changing fiber orientation (from ±60oto ±75o). The buckling loads decrease by increasinghole diameter with holed specimens with comparing un-holed specimens. So in serves, hole diameter in the buckled composite plates should be taken into consideration. The critical buckling loads of the composites decrease by increasing specimen lengths due to reduction stiffness. Therefore, decrease in buckling resistance was leaded to buckling at lower loads. A similar trend was obtained in the buckling damage areas.
Abstract (Original Language): 
Bu çalışmada, [±60o]2 ve [±75o]2 oryantasyon açılarına sahip E-cam/epoksi esaslı eğrisel yüzeyli kompozit plakların burkulma davranışı deneysel olarak araştırıldı. Malzeme olarak ±60o ve ±75o elyaf açısında filament sarma yöntemi ile 100-mm çapında üretilmiş kompozit borulardan veya kabuklardan L=50, 65 ve 80-mm gibi 3 farklı uzunlukta test numuneleri hazırlanmıştır. Hazırlanan bu test numunelerin bir kısmı deliksiz bir kısmı da 5, 10 ve 15-mm çaplarında ortalarında dairesel delik açılmış ve sonrasında test cihazında burkulma yüküne maruz bırakılmışlardır. Numunelerin burkulma testleri için özel bir aparat tasarlandı ve imal edildi. Daha sonra bu aparat kullanılarak burkulma testleri yapıldı. Çalışmanın amacı, eğrisel yüzeyli kompozit plakların burkulma davranışına elyaf oryantasyon açısı,delik çapının genişliğe oranı (D/B=0; 0,17; 0,33; 0,5) ve numune boyunun kalınlığaoranı (L/t=25; 32,5; 40) etkilerini araştırmaktır. Çalışmada tüm test parametreleri için kritik burkulma yükleri elde edildi. Her bir parametre için testler4’er kez tekrarlandı. Yapılan testlerin sonuç verileri kullanılarak grafik eğrileri oluşturuldu. Daha sonra bu grafik eğrileri birbirleri ile karşılaştırıldı. Ayrıca test sonrası burkulma hasarına uğramış ±75o elyaf açısına sahip numunelerin resimleri verilerek hasar değişimleri yorumlandı. Sonuç olarak test numunesinin L/t ve D/B oranları ile elyaf oryantasyon açısının kompozit plakların burkulma davranışı üzerine önemli etkisinin olduğu görüldü. Ayrıca bu parametrelerin hasar biçimleri üzerine de etkilerinin olduğu görüldü.
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