Sentence examples for torsion element from inspiring English sources

We prove that this invariant is complete for the class ofADalgebras of real rank zero ifpannihilates every torsion element ofK1.

By the exponential sequence (H^1(U^0, {mathcal {O}}^*_Y) cong H^1(U^0, {mathcal {O}}_Y)), which is a vector space hence has no torsion elements except the trivial one.

We develop results which show that elements in the radical of a commutative Banach algebra are often precluded from having prime-like properties if we avoid certain exceptional situations involving torsion elements.

Then also ( 2 [b_1] = 0) implies that ([b_1]) is a 2-torsion element.

Consequently, results confirmed that CFRP exhibits excellent properties as a torsional element of a helicopter flexbeam in terms of torsional rigidity and tension torsion fatigue behaviors.

The dynamic stiffness method is outlined, and details pertinent to the bending-torsion beam element are given.

As the usual formulation of degenerated beam elements overestimates their torsional rigidity, a torsion correction factor is introduced for different lamination schemes.

(5) Since (pi _g) is torsion free (hyperbolic elements in ({mathbb {P}}SL 2, {mathbb {R}})) have infinite order), we see that the branch points correspond to conjugacy classes of cyclic subgroups of finite order in (hat{G}), and that their order (m_i) in (hat{G}) equals the order of their image in G.

The observed torque twist behaviour is compared to that predicted by an extended version of Marshall's simplified thick wall torsion theory and finite element (FE) analysis, and significant differences are highlighted and examined.

In the present study, an attempt has been made to measure the tangential shear strength of the interface for single fibre SiC/Ti-6Al-4V composites with varying interfaces using torsion testing and finite element stress analysis.

Some simplifications were considered in modeling of buildings: (a) the floor slab is assumed to act as absolutely rigid diaphragms (no in-plan deformation); (b) flexural as well as axial, shear and torsion deformation in line elements have been taken into account; and (c) small eccentricities in the connections of beams and columns were neglected.