LEADER 06753nam 2200541 450 001 9910555257403321 005 20220202152046.0 010 $a1-5231-4360-6 010 $a1-119-83188-1 010 $a1-119-83189-X 010 $a1-119-83187-3 035 $a(CKB)4100000011954102 035 $a(MiAaPQ)EBC6639919 035 $a(Au-PeEL)EBL6639919 035 $a(OCoLC)1257083903 035 $a(EXLCZ)994100000011954102 100 $a20220202d2021 uy 0 101 0 $aeng 135 $aurcnu|||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 00$aModern trends in structural and solid mechanics$h1$iStatics and stability /$fedited by Noe?l Challamel, Julius Kaplunov, Izuru Takewaki 210 1$aLondon, England ;$aHoboken, New Jersey :$cISTE :$cWiley,$d[2021] 210 4$dİ2021 215 $a1 online resource (305 pages) 225 1 $aMechanical Engineering and Solid Mechanics Series 311 $a1-78630-714-6 327 $aCover -- Half-Title Page -- Title Page -- Copyright Page -- Contents -- Preface: Short Bibliographical Presentation of Prof. Isaac Elishakoff -- Books by Elishakoff -- Books edited or co-edited by Elishakoff -- 1 Static Deformations of Fiber-Reinforced Composite Laminates by the Least-Squares Method -- 1.1. Introduction -- 1.2. Formulation of the problem -- 1.3. Results and discussion -- 1.3.1. Verification of the numerical algorithm -- 1.3.2. Simply supported sandwich plate -- 1.3.3. Laminate with arbitrary boundary conditions -- 1.4. Remarks -- 1.5. Conclusion -- 1.6. Acknowledgments -- 1.7. References -- 2 Stability of Laterally Compressed Elastic Chains -- 2.1. Introduction -- 2.2. Compression of stacked elastic sheets -- 2.3. Stability of an elastically coupled cyclic chain -- 2.4. Elastic stability of two coupled rods with disorder -- 2.5. Spatial localization of lateral buckling in a disordered chain of elastically coupled rigid rods -- 2.6. Conclusion -- 2.7. References -- 3 Analysis of a Beck's Column over Fractional-Order Restraints via Extended Routh-Hurwitz Theorem -- 3.1. Introduction -- 3.2. Material hereditariness -- 3.2.1. Linear hereditariness: fractional-order models -- 3.3. Dynamic equilibrium of an elastic cantilever over a fractional-order foundation -- 3.4. Stability analysis of Beck's column over fractional-order hereditary foundation -- 3.4.1. The characteristic polynomial -- 3.4.2. State-space representation of the dynamic equilibrium equation -- 3.4.3. Stability analysis of fractional-order Beck's column via the extended Routh-Hurwitz criterion -- 3.5. Numerical application -- 3.6. Conclusion -- 3.7. References -- 4 Localization in the Static Response of Higher-Order Lattices with Long-Range Interactions -- 4.1. Introduction -- 4.2. Two-neighbor interaction - general formulation - homogeneous solution. 327 $a4.3. Two-neighbor interaction - localization in a weakened problem -- 4.4. Conclusion -- 4.5. References -- 5 New Analytic Solutions for Elastic Buckling of Isotropic Plates -- 5.1. Introduction -- 5.2. Equilibrium equation -- 5.3. Solution -- 5.4. Boundary condition -- 5.5. Numerical results -- 5.6. Conclusion -- 5.7. Appendix A: Deflection, slopes, bending moments and shears -- 5.8. Appendix B: Function transformation -- 5.9. References -- 6 Buckling and Post-Buckling of Parabolic Arches with Local Damage -- 6.1. Introduction -- 6.2. A one-dimensional model for arches -- 6.2.1. Finite kinematics and balance, linear elastic law -- 6.2.2. Non-trivial fundamental equilibrium path -- 6.2.3. Bifurcated path -- 6.2.4. Special benchmark examples -- 6.3. Parabolic arches -- 6.4. Crack models for one-dimensional elements -- 6.5. An application -- 6.5.1. A comparison -- 6.6. Final remarks -- 6.7. Acknowledgments -- 6.8. References -- 7 Inelastic Microbuckling of Composites by Wave-Buckling Analogy -- 7.1. Introduction -- 7.2. Buckling-wave propagation analogy -- 7.3. Microbuckling in elastic orthotropic composites -- 7.4. Inelastic microbuckling -- 7.5. Results and discussion -- 7.6. References -- 8 Quasi-Bifurcation of Discrete Systems with Unstable Post-Critical Behavior under Impulsive Loads -- 8.1. Introduction -- 8.2. Case study of a two DOF system with unstable static behavior -- 8.3. Exploring the static and dynamic behavior of the two DOF system -- 8.4. The dynamic stability criterion due to Lee -- 8.5. New stability bounds following Lee's approach -- 8.6. Conclusion -- 8.7. Acknowledgments -- 8.8. References -- 9 Singularly Perturbed Problems of Drill String Buckling in Deep Curvilinear Borehole Channels -- 9.1. Introduction -- 9.2. Singular perturbation theory: elements and history. 327 $a9.3. Posing the problem of a drill string buckling in the curvilinear borehole -- 9.4. Modeling the drill string buckling in lowering operation -- 9.5. References -- 10 Shape-optimized Cantilevered Columns under a Rocket-based Follower Force -- 10.1. Background -- 10.2. Aims -- 10.3. Numerical analysis -- 10.3.1. Stability analysis -- 10.3.2. Optimum design -- 10.4. Experiment -- 10.4.1. General description -- 10.4.2. Rocket motor -- 10.4.3. Columns -- 10.4.4. Free vibration test -- 10.5. Flutter test -- 10.6. Concluding remarks -- 10.7. Acknowledgments -- 10.8. Appendix -- 10.9. References -- 11 Hencky Bar-Chain Model for Buckling Analysis and Optimal Design of Trapezoidal Arches -- 11.1. Introduction -- 11.2. Buckling analysis of trapezoidal arches based on the HBM -- 11.2.1. Description of the HBM -- 11.2.2. HBM stiffness matrix formulation -- 11.2.3. Governing equation considering compatibility conditions -- 11.2.4. Verification of the HBM -- 11.3. Optimal design of symmetric trapezoidal arches -- 11.3.1. Problem definition -- 11.3.2. Optimization procedure -- 11.3.3. Optimal solutions -- 11.3.4. Sensitivity analysis of optimal solutions -- 11.3.5. Comparison with the buckling load of optimal fully stressed trapezoidal arches -- 11.4. Concluding remarks -- 11.5. References -- List of Authors -- Index -- Summary of Volume 2 -- Summary of Volume 3 -- Other titles from iSTE in Mechanical Engineering and Solid Mechanics -- EULA. 410 0$aMechanical engineering and solid mechanics series. 606 $aStructural analysis (Engineering) 606 $aStatics 608 $aElectronic books. 615 0$aStructural analysis (Engineering) 615 0$aStatics. 676 $a624.171 702 $aChallamel$b Noe?l 702 $aKaplunov$b Julius 702 $aTakewaki$b Izuru 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910555257403321 996 $aModern trends in structural and solid mechanics$92816414 997 $aUNINA LEADER 01142nam 2200397 450 001 9910793742703321 005 20230814233823.0 035 $a(CKB)4100000009151336 035 $a(MiAaPQ)EBC5882182 035 $a(Au-PeEL)EBL5882182 035 $a(OCoLC)1114972581 035 $a(EXLCZ)994100000009151336 100 $a20190926d2018 uy 0 101 0 $aeng 135 $aurcnu|||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aInteractive notetaking for content-area literacy$hLevels K-2 /$fJudith Goodman 210 1$aHuntington Beach, California :$cShell Education,$d[2018] 210 4$dİ2018 215 $a1 online resource (154 pages) 225 0 $aClassroom resource series 311 $a1-4258-1732-7 311 $a1-4258-3030-7 606 $aNote-taking 615 0$aNote-taking. 676 $a371.3 700 $aGoodman$b Judith$0220856 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910793742703321 996 $aInteractive notetaking for content-area literacy$93750024 997 $aUNINA