Aircraft Structural Analysis

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Aircraft Structural Analysis

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[...]... ∂σz ∂τzx ∂τzy ⎪ + + +Z = 0 ⎪ ⎭ ∂z ∂x ∂y (1.5) The equations of equilibrium must be satisfied at all interior points in a deformable body under a three-dimensional force system 1.4 PLANE STRESS Most aircraft structural components are fabricated from thin metal sheet so that stresses across the thickness of the sheet are usually negligible Assuming, say, that the z axis is in the direction of the thickness,... theory of elasticity The treatment is divided into three broad sections: stress, strain, and stress–strain relationships The third section is deferred until the end of the chapter to emphasize that the analysis of stress and strain—for example, the equations of equilibrium and compatibility—does not assume a particular stress–strain law In other words, the relationships derived in Sections 1.1 through... cosines l and m of the angles that a normal to AB makes with the x and y axes, respectively It follows that X = σx l + τyx m and in a similar manner, Y = σy m + τxy l A relatively simple extension of this analysis produces the boundary conditions for a threedimensional body, namely ⎫ X = σx l + τyx m + τzx n ⎪ ⎬ (1.7) Y = σy m + τxy l + τzy n ⎪ ⎭ Z = σz n + τyz m + τxz l where l, m, and n become the direction... 1.8 (a) Stresses on a two-dimensional element; (b) stresses on an inclined plane at the point state of stress on other planes on which the direct and shear stresses may be greater We shall restrict the analysis to the two-dimensional system of plane stress defined in Section 1.4 Figure 1.8(a) shows a complex stress system at a point in a body referred to axes Ox, Oy All stresses are positive as defined... to the axis of the vessel Calculate also the maximum shear stress The expressions for the longitudinal and circumferential stresses produced by the internal pressure may be found in any text on stress analysis and are pd = 1.5 × 2 × 103 /4 × 20 = 37.5 N/mm2 4t pd Circumferential stress (σy ) = = 1.5 × 2 × 103 /2 × 20 = 75 N/mm2 2t Longitudinal stress (σx ) = The direct stress due to the axial load contributes... ⎪ ⎭ (1.20) It must be emphasized that Eqs (1.18) and (1.20) are derived on the assumption that the displacements involved are small Normally, these linearized equations are adequate for most types of structural problem, but in cases where deflections are large—for example, types of suspension cable, and so on— the full, nonlinear, large deflection equations, given in many books on elasticity, must be . An Introduction to Aircraft Structural Analysis, designed to meet the needs of more time-constrained courses. Much of the content of this book is similar to that of Aircraft Structures for Engineering. Data Megson, T.H.G. (Thomas Henry Gordon) An introduction to aircraft structural analysis / T.H.G. Megson. p. cm. Rev. ed. of: Aircraft structures for engineering students / T.H.G. Megson. 4th ed alt="" An Introduction to Aircraft Structural Analysis T. H. G. Megson AMSTERDAM • BOSTON • HEIDELBERG • LONDON NEW YORK • OXFORD • PARIS • SAN DIEGO SAN FRANCISCO • SINGAPORE • SYDNEY • TOKYO Butterworth-Heinemann

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Mục lục

  • 1.2 Notation for Forces and Stresses

  • 1.6 Determination of Stresses on Inclined Planes

  • 1.8 Mohr’s Circle of Stress

  • 1.12 Determination of Strains on Inclined Planes

  • 1.14 Mohr’s Circle of Strain

  • 1.16 Experimental Measurement of Surface Strains

  • 2.3 Inverse and Semi-Inverse Methods

  • 2.6 Bending of an End-Loaded Cantilever

  • Chapter 3. Torsion of Solid Sections

    • 3.1 Prandtl Stress Function Solution

    • 3.2 St. Venant Warping Function Solution

    • 3.4 Torsion of a Narrow Rectangular Strip

    • 4.2 Principle of Virtual Work

    • 4.3 Applications of the Principle of Virtual Work

    • Chapter 5. Energy Methods

      • 5.1 Strain Energy and Complementary Energy

      • 5.2 The Principle of the Stationary Value of the Total Complementary Energy

      • 5.3 Application to Deflection Problems

      • 5.4 Application to the Solution of Statically Indeterminate Systems

      • 5.8 The Principle of the Stationary Value of the Total Potential Energy

      • 6.2 Stiffness Matrix for an Elastic Spring

      • 6.3 Stiffness Matrix for Two Elastic Springs in Line

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