Novel stiffeners exploiting internal pressurisation to enhance buckling behaviour under bending loads

Abstract

The paper proposes a novel type of stiffener designed to bear bending loads by exploiting internal pressure effects. The stiffener is made of two adjacent thin-walled pipes (r/t ≥ 50) jointed with a connecting strip. Such structure is shown to have higher performance against buckling failure compared to a single pipe and its geometry allows for good exploitation of internal pressurisation.The study is conducted by using the FEA software ANSYS and the analysis technique is the linear perturbation buckling analysis. Internal pressure ranges from 0 to 1.4 MPa. The buckling mechanisms are observed for a set of models with different values of length, wall thickness and geometric variation of the cross-section. It is shown that two different buckling modes can take place. However, for a given geometry, the level of pressure can alter the behaviour and lead to one mode rather than the other one.Potential of the presented structure is maximised by the use of high performance materials and a possible aerospace engineering application is presented.

Çelik Doğal Gaz Boruların Eğrilik Kapasitesi Üzerine Örnek Bir Çalışma: İstanbul Boğaz Geçişi

“…Boruların eğrilik kapasiteleri ile ilgili bazı çalışmalar yapılmakla beraber kurp dönüşüne bağlı eğilme şekil değiştirmesi durumu için Kennedy vd. (1977) tarafından toprak-boru etkileşim kuvveti de dikkate alınarak eksenel çekme halindeki kurp durumunda meydana gelebilecek eğilme şekil değiştirmesi aşağıdaki gibi modellenmiştir (Şekil 3) [5][6][7]. Şekil 3.…”