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  1. Dimensional reduction technique for the prediction of global and local responses of unidirectional composite with matrix nonlinearity and varying fiber packing geometry

    The problem associated with the computational homogenization of composite materials often results in expensive computational cost that prevents...

    A. Jamnongpipatkul, F. Naets, F. A. Gilabert in Engineering with Computers
    Article 13 July 2024
  2. Characteristics and Formation Mechanism of Ca–Mg–Al–Si–O + (Ca,Mn)S Duplex Inclusions in Ca–S Free-Cutting Steel

    Large numbers of long strip-shaped pure MnS inclusions in steel will result in anisotropy of mechanical properties. To obtain more duplex (Ca,Mn)S...

    Yao Li, Guoguang Cheng, ... Hu Long in Metals and Materials International
    Article 13 July 2024
  3. Out-of-Plane Vibrations of Plane Frames

    The frame vibrations studied in Chaps. 3 to 5 are for in-plane vibrations. If a plane frame acted upon by a force or horizontal ground vibration in...
    Chapter
  4. Vibrations of Frames with Inclined Members

    The model established for the vibration of the inclined bars in the last chapter now is applied to two- and three-bar frames with inclined members.
    Chapter
  5. Vibrations of X-Braced Multi-Story Frames

    The study of vibrations for the x-braced portal frames in the last chapter is extended to high-rise x-braced multi-story frames in this chapter....
    Chapter
  6. Momentum and Energy Relations

    The equations of motion (5.12) for the charged insulating sphere of radius a moving with arbitrary center velocity u(t) can be rewritten in...
    Chapter
  7. Conical Shells of Linearly Varying Thickness Subjected to Normal Loads

    The equilibrium equations for a surface element of a conical shell in the framework of generalized plane stress of linear theory of elasticity are...
    Chapter
  8. Derivation of Force and Power Equations

    The inconsistency between the power and force equations of motion, (2.4) and (2.1) or (2.5), is so surprising that one is tempted to question the...
    Chapter
  9. Internal Binding Forces

    In Appendix B, we have critically confirmed the evaluation of the self electromagnetic force and power, (3.1) and (3.2), leading to the force and...
    Chapter
  10. A Imperfection Data Bank

    For the stochastic modeling of geometric imperfections as described in Sec. 12.1, a database [5] has been available. This database provides...
    Christian A. Schenk, Gerhart I. Schuëller in Uncertainty Assessment of Large Finite Element Systems
    Chapter
  11. 7 Rational Treatment of Uncertainties

    Structural analysis up to this date, generally is still based on a deterministic conception. Observed variations in loading conditions, material...
    Christian A. Schenk, Gerhart I. Schuëller in Uncertainty Assessment of Large Finite Element Systems
    Chapter
  12. 4 Finite Element Method

    In this chapter, the fundamentals of the displacement-based finite element method are reiterated in a concise form, details can be found in a number...
    Christian A. Schenk, Gerhart I. Schuëller in Uncertainty Assessment of Large Finite Element Systems
    Chapter
  13. 9 Direct Monte Carlo Simulation

    The evaluation of the stochastic response by the Monte Carlo simulation technique is a powerful method for highly nonlinear systems as well as for...
    Christian A. Schenk, Gerhart I. Schuëller in Uncertainty Assessment of Large Finite Element Systems
    Chapter
  14. 11 Random Vibrations of Large Finite Element Systems

    The basic idea for the computation of the stochastic response is based on the Karhunen-Loève expansion of the stochastic loading. For each Karhunen-...
    Christian A. Schenk, Gerhart I. Schuëller in Uncertainty Assessment of Large Finite Element Systems
    Chapter
  15. 5 Non-Linear Static Analysis

    The state of the art in the capability to predict the stability behavior of shell structures refers to areas such as asymptotic analysis [69] and...
    Christian A. Schenk, Gerhart I. Schuëller in Uncertainty Assessment of Large Finite Element Systems
    Chapter
  16. 3 Spectral Analysis of Finite Dimensional Operators

    A great number of engineering problems can be viewed as an input to output map**, as shown in Fig. 3.1, where the system represents the law for the...
    Christian A. Schenk, Gerhart I. Schuëller in Uncertainty Assessment of Large Finite Element Systems
    Chapter
  17. Growth and Magnetotransport Properties of Thin Co2MnGe Layered Structures

    Co2MnGe and other related Heusler alloys are investigated in the context of magnetotransport properties in multilayer (ML) structures. The most...
    Thomas Ambrose, Oleg Mryasov in Half-metallic Alloys
    Chapter
  18. Chemical Solution Depositionof Layer-Structured Ferroelectric Thin Films

    Ferroelectric rare-earth-doped Bi4Ti3O12 thin films have been successfully prepared on Si-based substrates by using metallo-organic precursor...
    Shin-ichi Hirano, Takashi Hayashi, ... Toshinobu Yogo in Ferroelectric Thin Films
    Chapter
  19. Relaxor Superlattices: Artificial Control of the Ordered–Disordered State of B-Site Ions in Perovskites

    We have developed a new superlattice technique to artificially control the B-site ordering state. The technique has been applied to Ba(Zr0.2Ti0.8)O3,...
    Hitoshi Tabata in Ferroelectric Thin Films
    Chapter
  20. Pb-Based Ferroelectric Thin Films Prepared by MOCVD

    This Chapter focuses on the preparation and ferroelectric properties of Pb-based thin films and nanostructures. First, the growth behavior of...
    Masaru Shimizu, Hironori Fujisawa, Hirohiko Niu in Ferroelectric Thin Films
    Chapter
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