04791nam 2200697Ia 450 991087747370332120200520144314.01-282-25386-797866138145170-470-61128-60-470-39390-4(CKB)2550000000005848(EBL)477636(OCoLC)607260471(SSID)ssj0000354495(PQKBManifestationID)11264324(PQKBTitleCode)TC0000354495(PQKBWorkID)10314033(PQKB)10179828(MiAaPQ)EBC477636(EXLCZ)99255000000000584820070305d2008 uy 0engur|n|---|||||txtccrModeling and dimensioning of structures a practical approach /Daniel Gay, Jacques GambelinLondon ISTE Ltd. ;Hoboken, NJ Wileyc20081 online resource (737 p.)A practical approachDescription based upon print version of record.1-84821-040-X Includes bibliographical references and index.Modeling and Dimensioning of Structures; Table of Contents; Preface; Part 1. Level 1; Chapter 1. The Basics of Linear Elastic Behavior; 1.1. Cohesion forces; 1.2. The notion of stress; 1.2.1. Definition; 1.2.2. Graphical representation; 1.2.3. Normal and shear stresses; 1.3. Hooke's law derived from a uniaxially applied force; 1.3.1. The stretch test; 1.3.2. Linear mechanical behavior; 1.3.3. Elastic mechanical behavior; 1.3.4. Interpretation of the test at a macroscopic level; 1.3.5. Interpretation of the test at a mesoscopic level; 1.3.6. Interpretation of the test at a microscopic level1.5.2.3. Shear resultant Tz1.5.2.4. Torsion moment Mt; 1.5.2.5. Bending moment Mfy; 1.5.2.6. Bending moment Mfz; Chapter 2. Mechanical Behavior of Structures: An Energy Approach; 2.1. Work and energy; 2.1.1. Elementary work developed by a force; 2.1.2. Elementary work developed by a moment; 2.2. Conversion of work into energy; 2.2.1. Potential energy of deformation; 2.2.2. Potential energy for a spring; 2.3. Some standard expressions for potential deformation energy; 2.3.1. Deformation energies in a straight beam; 2.3.1.1. Traction (or compression); 2.3.1.2. Torsion2.3.1.3. Pure bending (xy plane)2.3.1.4. Plane bending (xy plane); 2.3.2. Deformation energy under plane stresses; 2.3.2.1. Case 1: dFx (Figure 2.17); 2.3.2.2. Case 2: dFx then dFy (Figure 2.18); 2.3.2.3. Case 3: dFx then dFy followed by dFxy (Figure 2.19); 2.3.2.4. Different expressions for potential energy: quadratic forms; 2.4. Work produced by external forces on a structure; 2.4.1. Beam under plane bending subjected to two forces; 2.4.1.1. Example 1; 2.4.1.2. Example 2; 2.4.2. Beam in plane bending subject to "n" forces; 2.4.3. Generalization to any structure2.4.3.1. Structure loaded by two forces 1 F and F22.4.3.2. Structure loaded by "n" forces F1,... Fn; 2.4.3.3. A search for real displacements on a loaded structure; 2.4.4. Summary; 2.5. Links of a structure with its surroundings; 2.5.1. Example; 2.5.2. Generalization; 2.5.2.1. Structures with rigid-body movements; 2.5.2.2. "Properly linked" structure; 2.6. Stiffness of a structure; 2.6.1. Preliminary note; 2.6.2. Stiffness matrix; 2.6.3. Examples; 2.6.3.1. Example: beam under plane bending loaded by two forces; 2.6.3.2. Example: beam under plane bending loaded by a force and a moment2.6.3.3. GeneralizationThis book provides the main topics currently used for the calculus of structures. The reference establishes a link between the traditional approach on the strength of materials and the present finite element method, details the main aspects of practical modeling, and explores numerous case studies.Practical approach series.Structural engineeringData processingStructural engineeringMathematicsStructural analysis (Engineering)Structural framesMathematical modelsEngineering drawingsDimensioningStructural engineeringData processing.Structural engineeringMathematics.Structural analysis (Engineering)Structural framesMathematical models.Engineering drawingsDimensioning.624.1/7Gay Daniel1942-1763521Gambelin Jacques1763522MiAaPQMiAaPQMiAaPQBOOK9910877473703321Modeling and dimensioning of structures4204012UNINA