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Dimensioning and tolerancing handbook / [edited by] Paul J. Drake
| Dimensioning and tolerancing handbook / [edited by] Paul J. Drake |
| Pubbl/distr/stampa | New York : McGraw Hill, 1999 |
| Descrizione fisica | 1 v. (various pagings) : ill. ; 24 cm |
| Disciplina | 620.0045 |
| Altri autori (Persone) | Drake, Paul J. |
| Soggetto topico |
Engineering drawings - Dimensioning
Tolerance (Engineering) |
| ISBN | 0070181314 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNISALENTO-991002556549707536 |
| New York : McGraw Hill, 1999 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. del Salento | ||
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Geometric dimensioning and tolerancing / by David A. Madsen
| Geometric dimensioning and tolerancing / by David A. Madsen |
| Autore | Madsen, David A. |
| Pubbl/distr/stampa | Tinley Park, (Ill) : Goodheart-Willcox, c2003 |
| Descrizione fisica | 359 p. : ill. (some col.) ; 28 cm |
| Disciplina | 620.0045 |
| Soggetto topico |
Engineering drawings - Dimensioning
Tolerance (Engineering) |
| ISBN | 1566379776 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNISALENTO-991002995249707536 |
Madsen, David A.
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| Tinley Park, (Ill) : Goodheart-Willcox, c2003 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. del Salento | ||
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Interpretation of geometric dimensioning and tolerancing, third edition [[electronic resource] /] / Daniel E. Puncochar
| Interpretation of geometric dimensioning and tolerancing, third edition [[electronic resource] /] / Daniel E. Puncochar |
| Autore | Puncochar Daniel E |
| Edizione | [3rd ed. /] |
| Pubbl/distr/stampa | New York, : Industrial Press, c2011 |
| Disciplina | 620/.0045 |
| Soggetto topico |
Engineering drawings - Dimensioning
Tolerance (Engineering) Engineering & Applied Sciences Technology - General |
| Soggetto genere / forma | Electronic books. |
| ISBN | 1-61344-857-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Altri titoli varianti | Interpretation of Geometric Dimensioning and Tolerancing |
| Record Nr. | UNINA-9911004715903321 |
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Puncochar Daniel E
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| New York, : Industrial Press, c2011 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Modeling and dimensioning of structures [[electronic resource] ] : a practical approach / / Daniel Gay, Jacques Gambelin
| Modeling and dimensioning of structures [[electronic resource] ] : a practical approach / / Daniel Gay, Jacques Gambelin |
| Autore | Gay Daniel <1942-> |
| Pubbl/distr/stampa | London, : ISTE Ltd. |
| Descrizione fisica | 1 online resource (737 p.) |
| Disciplina |
624.1
624.1/7 |
| Altri autori (Persone) | GambelinJacques |
| Collana | A practical approach |
| Soggetto topico |
Structural engineering - Data processing
Structural engineering - Mathematics Structural analysis (Engineering) Structural frames - Mathematical models Engineering drawings - Dimensioning |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-282-25386-7
9786613814517 0-470-61128-6 0-470-39390-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
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 level
1.5.2.3. 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. Torsion 2.3.1.3. 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 structure 2.4.3.1. 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 moment 2.6.3.3. Generalization |
| Record Nr. | UNINA-9910139625203321 |
|
Gay Daniel <1942->
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||
| London, : ISTE Ltd. | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Modeling and dimensioning of structures [[electronic resource] ] : a practical approach / / Daniel Gay, Jacques Gambelin
| Modeling and dimensioning of structures [[electronic resource] ] : a practical approach / / Daniel Gay, Jacques Gambelin |
| Autore | Gay Daniel <1942-> |
| Pubbl/distr/stampa | London, : ISTE Ltd. |
| Descrizione fisica | 1 online resource (737 p.) |
| Disciplina |
624.1
624.1/7 |
| Altri autori (Persone) | GambelinJacques |
| Collana | A practical approach |
| Soggetto topico |
Structural engineering - Data processing
Structural engineering - Mathematics Structural analysis (Engineering) Structural frames - Mathematical models Engineering drawings - Dimensioning |
| ISBN |
1-282-25386-7
9786613814517 0-470-61128-6 0-470-39390-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
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 level
1.5.2.3. 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. Torsion 2.3.1.3. 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 structure 2.4.3.1. 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 moment 2.6.3.3. Generalization |
| Record Nr. | UNINA-9910830640903321 |
|
Gay Daniel <1942->
|
||
| London, : ISTE Ltd. | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Modeling and dimensioning of structures : a practical approach / / Daniel Gay, Jacques Gambelin
| Modeling and dimensioning of structures : a practical approach / / Daniel Gay, Jacques Gambelin |
| Autore | Gay Daniel <1942-> |
| Pubbl/distr/stampa | London, : ISTE Ltd. |
| Descrizione fisica | 1 online resource (737 p.) |
| Disciplina | 624.1/7 |
| Altri autori (Persone) | GambelinJacques |
| Collana | A practical approach |
| Soggetto topico |
Structural engineering - Data processing
Structural engineering - Mathematics Structural analysis (Engineering) Structural frames - Mathematical models Engineering drawings - Dimensioning |
| ISBN |
1-282-25386-7
9786613814517 0-470-61128-6 0-470-39390-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
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 level
1.5.2.3. 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. Torsion 2.3.1.3. 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 structure 2.4.3.1. 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 moment 2.6.3.3. Generalization |
| Record Nr. | UNINA-9911019820303321 |
|
Gay Daniel <1942->
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| London, : ISTE Ltd. | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Tolleranze geometriche : teoria e applicazioni / Maurizio Orlando
| Tolleranze geometriche : teoria e applicazioni / Maurizio Orlando |
| Autore | Orlando, Maurizio |
| Pubbl/distr/stampa | Torino : Clut, 2007 |
| Descrizione fisica | xvi, 426 p. : ill. , 24 cm |
| Disciplina | 604.0045 |
| Soggetto topico |
Engineering drawings - Dimensioning
Tolerance (Engineering) |
| ISBN | 9788879922425 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNISALENTO-991000498369707536 |
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Orlando, Maurizio
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| Torino : Clut, 2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. del Salento | ||
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