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The results of fracture resistance and deformation behavior of thin-walled glass-plastics pipes subjected to internal hydrostatic pressure and torque at the conditions of complex and separate loading are considered. As a result of the obtained data comparative analysis, the practical guidelines are stated pointing to the optimal design of tubular constructional products made of reinforced plastics operating at the conditions of internal pressure and torque.

Deformation behavior and resistance to fracture of glass-fabric pipes subjected to complex loading with torque and internal hydrostatic pressure