By Walter D. Pilkey

ISBN-10: 0470172665

ISBN-13: 9780470172667

ISBN-10: 0471381527

ISBN-13: 9780471381525

State of the art insurance of contemporary computational tools for the research and layout of beams
research and layout of Elastic Beams provides laptop versions and purposes on the topic of thin-walled beams equivalent to these utilized in mechanical and aerospace designs, the place skinny, light-weight constructions with excessive energy are wanted. This e-book will let readers to compute the cross-sectional homes of person beams with arbitrary cross-sectional shapes, to use a general-purpose machine research of a whole constitution to figure out the forces and moments within the person individuals, and to exploit a unified strategy for calculating the conventional and shear stresses, in addition to deflections, for these individuals' go sections.
moreover, this ebook augments a great origin within the easy structural layout thought of beams by:
* offering assurance of thin-wall constitution research and optimization techniques
* employing desktop numerical tips on how to classical layout methods
* constructing computational strategies for cross-sectional houses and stresses utilizing finite aspect analyses
together with entry to an linked website with software program for the research and layout of any cross-sectional form, research and layout of Elastic Beams: Computational tools is a necessary reference for mechanical, aerospace, and civil engineers and architects operating within the car, send, and aerospace industries in product and procedure layout, computing device layout, structural layout, and layout optimization, in addition to scholars and researchers in those areas.Content:
Chapter 1 Beams in Bending (pages 1–39):
Chapter 2 Beam components (pages 40–111):
Chapter three Beam structures (pages 112–152):
Chapter four Finite components for Cross?Sectional research (pages 153–166):
Chapter five Saint?Venant Torsion (pages 167–229):
Chapter 6 Beams lower than Transverse Shear lots (pages 230–311):
Chapter 7 restricted Warping of Beams (pages 312–368):
Chapter eight research of rigidity (pages 369–382):
Chapter nine Rational B?Spline Curves (pages 383–398):
Chapter 10 form Optimization of Thin?Walled Sections (pages 399–421):

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Extra info for Analysis and Design of Elastic Beams: Computational Methods

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Also neglected is the influence of Poisson’s ratio, so that longitudinal fibers deform independently. For engineering beam theory, the normal stresses and strains are calculated as in the case of pure bending, although the bending moment is no longer constant along the beam axis. REFERENCES Atanackovic, T. , and Guran, A. (2000). Theory of Elasticity for Scientists and Engineers, Birkh¨auser, Boston. Boresi, A. , and Chong, K. P. (1987). Elasticity in Engineering Mechanics, Elsevier, Amsterdam, The Netherlands.

59) The centroidal coordinates can be located using Eq. 56). Sometimes it is convenient to calculate the area moment of inertia first about a judiciously selected coordinate system and then transform them to the centroidal coordinate system. The calculation for Iz , for instance, is Iz = = y 2 dA = (y − yC )2 dA (y 2 − 2yyC + yC2 ) dA = Iz − yC2 A 18 BEAMS IN BENDING From Eq. 55), the integral y dA in this expression is equal to yC dA. This is one of Huygens’s or Steiner’s laws and is referred to as a parallel axis theorem.

869a 6 3 y = (8) Substitution of these coordinates into (7) gives (σx ) A = P L/2a 2 t. At point B, y = −a/6, z = 2a/3, and Eq. 596a. From (7), (σx ) B = −P L/a 2 t. 328a, and (σx ) D = 5P L/4a 2 t. 1. 4 AXIAL LOADS An axial load N x applied in the x direction at point P of the beam cross section shown in Fig. 7 causes additional normal stress. In this case, it is necessary to replace the force at P with its force–couple equivalent at the centroid C. 98) where y P , z P are the coordinates of point P in the coordinate system C yz.

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Analysis and Design of Elastic Beams: Computational Methods by Walter D. Pilkey


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