국내 최대 기계 및 로봇 연구정보

공학설계D/B

공학설계D/B 게시판 내용
Volume Title	Structures
Volume No	Cylinders and pipes - buckling under compression, bending, torsion with internal pressure, collapse under external pressure, flat/torispherical head stresses, bend flexibility. Sandwich panels under normal loading - deflections\stresses under pressure, core stresses due to local load.
DATA Title	Flexibilities of and stresses in thin pipe bends under in-plane bending: influence of bend angle and tangent pipe ends.
DATA Item	75014
KEYWORD	bend, bending, duct, flexibility, pipe, stress, tube
ISBN	0 85679 116 4
ABSTRACT	ESDU 75014 gives curves for the flexibilities of, and the maximum von Mises-Hencky equivalent and the maximum circumferential stresses in, thin smooth unpressurised pipe bends under pure bending in the plane of the bend. The curves were obtained using a finite element program and are applicable to bends with tangential straight pipe attachments whose length exceeds six times the bend radius.