Viscoelasticity — Basic Theory and Applications to Concrete Structures: Lecture Notes in Engineering, cartea 16
Autor Guillermo J. Creusen Limba Engleză Paperback – 1986
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Specificații
ISBN-13: 9783540161516
ISBN-10: 3540161511
Pagini: 180
Ilustrații: VII, 169 p.
Dimensiuni: 170 x 244 x 9 mm
Greutate: 0.3 kg
Ediția:Softcover reprint of the original 1st ed. 1986
Editura: Springer Berlin, Heidelberg
Colecția Springer
Seria Lecture Notes in Engineering
Locul publicării:Berlin, Heidelberg, Germany
ISBN-10: 3540161511
Pagini: 180
Ilustrații: VII, 169 p.
Dimensiuni: 170 x 244 x 9 mm
Greutate: 0.3 kg
Ediția:Softcover reprint of the original 1st ed. 1986
Editura: Springer Berlin, Heidelberg
Colecția Springer
Seria Lecture Notes in Engineering
Locul publicării:Berlin, Heidelberg, Germany
Public țintă
ResearchCuprins
I: Basic Concepts; Integral Representation.- I. 1. Constitutive relations.- I. 2. Basic experimental results.- I. 3. Integral representation of linear aging viscoelasticity.- I. 4. Determination of the relaxation function from the creep function.- I. 5. Numerical solution of Volterra equation.- I. 6. Notes and references.- II: Rheological Models; Differential Representation.- II. 1. The basic elements: spring and dashpot.- II. 2. Maxwell model.- II. 3. Kelvin model.- II. 4. Generalized models.- II. 5. Models with variable parameters.- II. 6. Representation by means of state variables.- II. 7. Identification.- II. 8. A nonlinear model.- II. 9. Notes and references.- III: Examples of Viscoelastic behavior.- III. 1. Tests with constant stress rate.- III. 2. Tests with constant strain rate.- III. 3. Tests with periodic loading.- III. 4. Solids and fluids.- III. 5. Reduced modulus.- III. 6. Notes and references.- IV: Viscoelasticity in Three Dimensions.- IV. 1. Constitutive relations.- IV. 2. Cor re spondence method.- IV. 3. Asymptotic behavior.- IV. 4. Notes and references.- V: Representation of Concrete’s behavior.- V. 1. Concrete as a porous-adsorbent material.- V. 2. Basic experimental facts and definitions.- V. 3. Some basic mathematical expressions.- V. 4. Prediction of creep.- V. 5. Formulas for structural analysis.- V. 6. Nonlinear behavior.- V. 7. Notes and references.- VI: Structural Analysis.- VI. 1. General method.- VI. 2. Generalized force method.- VI. 3. Approximate solutions; more examples.- VI. 4. Notes and references.- VII: Finite Elements Viscoelastic Analysis.- VII. 1. Finite elements; basic equations.- VII. 2. Constitutive relations.- VII. 3. Incremental formulation for viscoelasticity problems.- VII. 4. A computer program for viscoelastic analysis oftrusses.- VII. 5. Notes and references.- VIII: Viscoelastic Buckling.- VIII. 1. The stability concept.- VIII. 2. Simplified column analysis.- VIII. 3. Beam-column analysis.- VIII. 4. Nonlinear viscoelastic analysis.- VIII. 5. Practical formulas and Codes.- VIII. 6. Notes and references.- Appendix A: Some Mathematical Formulae.- Appendix B: Some Elasticity Formulae.- References.