Fundamentals of structural mechanics / Alberto Taliercio [and] Umberto Perego

By:

Taliercio, Alberto [author]

Contributor(s):

Perego, Umberto [author]

Material type: Text

TextPublication details: Bologna, [Italy] : Società Editrice Esculapio s.r.l., c2023Description: x, 408 pages : illustrations ; 24 cmISBN:

9788893852890

Subject(s):

LOC classification:

TA 645 .T35 2022

Contents:

Introduction -- Kinematics of beam systems -- Statistically determinate beam systems -- Analysis methods for deformable beams -- Stability of elastic structures -- Statics of deformable 3D bodies -- Kinematics of deformable 3D bodies -- Linear elastic constitutive law -- Allowable stress criteria -- Linear elasticity problems -- Saint-Venant's problem -- Cross-section properties

Summary: This textbook provides readers with the fundamental concepts that underlie the study of any problem of structural mechanics in the linear elastic field. The first part is devoted to the analysis of plane assemblages of beams (including frames, which are widely used in various fields of engineering); the problem of buckling of compressed bars is also dealt with. The second part is devoted to three-dimensional solids of any shape, with particular emphasis on beam-like solids subjected to any combination of external loads.

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Holdings
Item type	Current library	Collection	Call number	Materials specified	Copy number	Status	Date due	Barcode
Books	NU Clark Circulation	Non-fiction	GC TA 645 .T35 2022 c.1 (Browse shelf(Opens below))		c.1	Available		NUCLA000003181
Books	NU Clark Circulation	Non-fiction	GC TA 645 .T35 2022 c.2 (Browse shelf(Opens below))		c.2	Available		NUCLA000003182

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Includes bibliographical references.

This textbook provides readers with the fundamental concepts that underlie the study of any problem of structural mechanics in the linear elastic field. The first part is devoted to the analysis of plane assemblages of beams (including frames, which are widely used in various fields of engineering); the problem of buckling of compressed bars is also dealt with. The second part is devoted to three-dimensional solids of any shape, with particular emphasis on beam-like solids subjected to any combination of external loads.

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