Modern Trends in Structural and Solid Mechanics 1. Группа авторов

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СКАЧАТЬ volume fraction-dependent variation o...Figure 7.4. Effect of the volume fraction on (a) the critical microbuckling stre...Figure 7.5. (a) Effect of the volume fraction on the critical microbuckling stra...Figure 7.6. Effect of the volume fraction on (a) the critical microbuckling stre...

      9 Chapter 8Figure 8.1. Two DOF model investigated in this workFigure 8.2. Geometrically nonlinear static response of the two DOF system shown ...Figure 8.3. Potential energy under P=0. (a) 3D view. (b) Iso lines. For a color ...Figure 8.4. Dynamic analysis of the two DOF system under P₀=128 MN>PMPCL assumin...Figure 8.5. Dynamic stability criterion due to Lee for P₀=110 MN≈PD. Initial per...Figure 8.6. Dynamic stability criterion due to Lee for P₀ =70 MN<PMPCL. Initial ...Figure 8.7. Dynamic response for various load levels. Data: ξ=0, Δα=0.001, Δβ=0....Figure 8.8. Positive projection of Lee’s coefficient CL for several values of P₀...Figure 8.9. Dynamic response in terms CS/Cref. Data: ξ=0, tf=4 s, Δα=0.001, Δβ=0...Figure 8.10. Variation of CS with the impulsive load P₀ in the range 10 MN<P₀<13...

      10 Chapter 9Figure 9.1. Schematics of the drill string descending in a curvilinear boreholeFigure 9.2. System of forces acting on the drill stringFigure 9.3. Parameterization of curve S and surface ΣFigure 9.4. Geometric schematic of an inclined boreholeFigure 9.5. Buckling modes of the DS at different stages of its lowering (H = 2 ...Figure 9.6. Buckling modes of the DS at different stages of its lowering (h = 2....Figure 9.7. Modes of buckling in the shapes of boundary effect (a) and internal ...Figure 9.8. Typical 3D schematic fragment of the drill string buckling wavelet i...Figure 9.9. Typical 3D schematic fragment of the drill string buckling wavelet i...

      11 Chapter 10Figure 10.1. Image of the optimally shaped Beck’s columnFigure 10.2. Column subjected to a rocket-based follower force and having a rigi...Figure 10.3. Photographs of the experimental setups for the present experiment: ...Figure 10.4. Mathematical modelFigure 10.5. Typical load–frequency curves (ω values are plotted on a logarithmi...Figure 10.6. Schematic of the experimental setup (side view)Figure 10.7. Sketch of the cross-section of the rocket motor: ① forward cap, ② c...Figure 10.8. Thrust curveFigure 10.9. Test beams. For a color version of this figure, see www.iste.co.uk/...Figure 10.10. Load–frequency curves: (a) for the initial column no. 1 and (b) fo...Figure 10.11. Damaged test columns: (a) damaged column no. 1 and (b) damaged col...Figure 10.12. Dynamic responses in test runs nos. 1 and 2: (a) response in run n...Figure 10.13. Dynamic responses in the extra test runs with uniform columns: (a)...Figure 10.14. Stability chart for the extra runs

      12 Chapter 11Figure 11.1. Trapezoidal arch under two vertical concentrated loads. For a color...Figure 11.2. HBM for the trapezoidal arch. For a color version of this figure, s...Figure 11.3. Buckling mode of trapezoidal arch 1 modeled by the HBMFigure 11.4. Buckling mode of trapezoidal arch 2 modeled by the HBMFigure 11.5. Trapezoidal archFigure 11.6. Variations of optimal height of trapezoidal arches for different su...Figure 11.7. Variations of optimal cross-sectional area ratio of trapezoidal arc...Figure 11.8. Variations of the maximum buckling load of trapezoidal arches for d...Figure 11.9. Sensitivity of the maximum buckling load of trapezoidal arches with...

      List of Tables

      1 Chapter 1Table 1.1. Comparison of the results with the 3D exact solution of Pagano for th...Table 1.2. Normalized results for the sandwich plate of the aspect ratio a/h = 1...Table 1.3. Normalized results for the sandwich plate of the aspect ratio a/h = 5...Table 1.4. Normalized results for the sandwich plate of the aspect ratio a/h = 2...Table 1.5. Normalized results for the [0/90/0] laminated plate with C–C–SS–SS an...

      2 Chapter 2Table 2.1. Geometric and material properties of the cardboard samples

      3 Chapter 5Table 5.1. Possible combinations for boundary conditionsTable 5.2. Possible edge conditionsTable 5.3. Equations required for solving case 48, CGSFTable 5.4. Buckling load Nxx for a plate with different plate aspect ratios and ...Table 5.5. First buckling load Nxx for rectangular plates with different aspect ...

      4 Chapter 6Table 6.1. Critical loads for the symmetric mode shapes of a hinged circular arc...

      5 Chapter 9Table 9.1. Critical values of the axial force Fz

      6 Chapter 10Table 10.1. Columns for five test runsTable 10.2. First natural eigenfrequencies (Hz) of the five test beams

      7 Chapter 11Table 11.1. Parameters for non-symmetrical trapezoidal arches 1 and 2Table 11.2. Buckling load parameters PL²/(EI) of trapezoidal arches – n-segment ...

      Guide

      1  Cover

      2  Table of Contents

      3  Title Page

      4  Copyright

      5  Preface: Short Bibliographical Presentation of Prof. Isaac Elishakoff

      6  Begin Reading

      7  List of Authors

      8  Index

      9  Summary of Volume 2

      10  Summary of Volume 3

      11  Other titles from ISTE in Health Engineering and Society

      12  End User License Agreement

      Pages

      1  v

      2  iii

      3  iv

      4  xi

      5  xii СКАЧАТЬ