The Effect of Combined Tensile-Torsional Loading Path on the Stress/Strain States of Thin-Walled Circular Tubes

Table 1

FEA results of stress paths A, B, and C.

Path	Strain
	(×10^−3)		(×10^−2)		(×10^−2)		(×10^−3)		(×10^−1)		(×10^−1)
	µ = 0.5	µ = 0.3	µ = 0.5	µ = 0.3	µ = 0.5	µ = 0.3	µ = 0.5	µ = 0.3	µ = 0.5	µ = 0.3	µ = 0.5	µ = 0.3
Stress path A	1.6840	1.6852	7.2659	7.2614	7.4343	7.4300	2.9197	2.5279	0.9044	0.9006	0.9336	0.9259
Stress path B	1.6848	1.6831	6.4043	6.3725	6.5728	6.5409	2.9172	2.5280	1.2393	1.2394	1.2685	1.2646
Stress path C	1.6876	1.6857	4.9065	4.8930	5.0753	5.0615	2.8588	2.4775	1.3702	1.3644	1.3987	1.3891