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Titlebook: Basic Solid Mechanics; D. W. A. Rees Textbook 1997Latest edition D.W.A. Rees 1997 elasticity.material.mechanics.solid.stress.torsion

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11#
發(fā)表于 2025-3-23 10:07:30 | 只看該作者
12#
發(fā)表于 2025-3-23 15:45:17 | 只看該作者
13#
發(fā)表于 2025-3-23 20:36:12 | 只看該作者
Critical Ethnography in Information Systemsal yield stress Y, which is most conveniently measured from a tension test. In the following section a summary is given of the . that have been proposed over the past two centuries. Of these, it is now accepted that those attributed to . and . are most representative of initial yielding in metallic
14#
發(fā)表于 2025-3-24 01:06:36 | 只看該作者
Information Systems and Qualitative Researchder an externally applied axial torque .. Let the shaft length be ., the material’s rigidity modulus ., the section’s radius . and the polar second moment of area .. Consider the cylindrical core element in Fig. 7.1a of radius . lying within a solid shaft of outer radius . (Fig. 7.lb) when one end is fixed and the other end is free.
15#
發(fā)表于 2025-3-24 04:33:56 | 只看該作者
16#
發(fā)表于 2025-3-24 07:05:12 | 只看該作者
Peter Seddon,Sara Cullen,Leslie P. WillcocksA system of forces . etc, acting through a common point O, in the same plane (Figure 2.la), is in equilibrium when the algebraic sum of its force components ., in the . and . directions, is zero. It follows from this that the polygon of force vectors (Fig. 2.1b) will close.
17#
發(fā)表于 2025-3-24 13:29:03 | 只看該作者
18#
發(fā)表于 2025-3-24 17:15:18 | 只看該作者
19#
發(fā)表于 2025-3-24 19:48:47 | 只看該作者
Mary C. Lacity,Leslie P. WillcocksThe engineer’s theory of bending (ETB) enables the longitudinal bending stress ., to be found anywhere in the cross-section of an initially straight beam when the bending moment ., at that section is known. Let the radius of curvature ., in Fig. 5.la define the untrained longitudinal fibre OO, which will be referred to as the neutral axis (NA).
20#
發(fā)表于 2025-3-25 01:41:48 | 只看該作者
Information Systems and Qualitative ResearchThe flexure equation will enable us to calculate the slope and deflection of an initially straight beam due to bending. Consider a portion of a beam’s neutral axis AB under the positive hogging moment . shown in Fig. 6.1a.
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