By Ashutosh Tiwari, N. Arul Murugan, Rajeev Ahuja
The engineering of fabrics with complicated good points is riding the study in the direction of the layout of cutting edge fabrics with excessive performances. New fabrics frequently convey the simplest answer for structural purposes, accurately contributing in the direction of the best blend of mechanical houses and occasional weight. The mimicking of nature's rules bring about a brand new category of structural fabrics together with biomimetic composites, typical hierarchical fabrics and clever fabrics. in the meantime, computational modeling methods are the precious instruments complementary to experimental thoughts and supply major info on the microscopic point and clarify the homes of fabrics and their very lifestyles. The modeling additionally offers helpful insights to attainable thoughts to layout and fabricate fabrics with novel and enhanced houses. The publication brings jointly those attention-grabbing parts and gives a complete view of state-of-the-art examine on fabrics interfaces and applied sciences the engineering fabrics. the themes coated during this ebook are divided into 2 elements: Engineering of fabrics, Characterizations & Applications and Computational Modeling of Materials. The chapters contain the following:
- Mechanical and resistance habit of structural glass beams
- Nanocrystalline steel carbides - microstructure characterization
- SMA-reinforced laminated glass panel
- Sustainable sugarcane bagasse cellulose for papermaking
- Electrospun scaffolds for cardiac tissue engineering
- Bio-inspired composites
- Density sensible idea for learning prolonged systems
- First ideas established techniques for modeling materials
- Computer aided fabrics design
- Computational fabrics for stochastic electromagnets
- Computational tools for thermal research of heterogeneous materials
- Modelling of resistive bilayer structures
- Modeling tunneling of superluminal photons via mind Microtubules
- Computer aided surgical workflow modeling
- Displaced multiwavelets and splitting algorithms
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Extra resources for Advanced Engineering Materials and Modeling
21 Design buckling curve for glass beams in LTB under constant bending moment My. 184 N/mm2). 32) with M cr , R ( E ) the minimum critical buckling moment obtained from Eq. 25). Monolithic glass beams with various geometrical properties (buckling length L0 = 1000–5000 mm, with step increment of 500 mm between each series of beams; height b = 100, 200, and 300 mm; nominal thickness t = 6, 8, 10, 12, 15, and 19 mm) and glass types (AN, HS, and FT) – opportunely combined with each other – were analyzed.
22d, finally, represents a top limit configuration for the expected LTB performances for the examined systems, in the form of a FE model type including the glass beam, the shear stiffening contribution of the adhesive joint (ky) and the torsional effect due to the supported glass plate. The torsional term per unit of length k should be calculated as follows: kθ = G ⋅ ITp . 22 Comparison of different FE modeling approaches (transversal cross sections). (a) Reference geometrical configuration; (b) “M1” simplified model of laterally restrained glass beam with shear stiffness contribution only (kq = 0); (c) “M2” geometrically refined model, including the glass beam, the adhesive joint, and the supported glass plate; and (d) “M3” approximate model, including the glass beam and the shear/torsional stiffening terms.
The amplification factor RM = f (ky, b, t, L0, zM, nR) > 1 of Eq. g. the joint shear rigidity ky, the beam aspect ratio, its elastic bending and torsional stiffnesses, as well as the position of the applied restraints (zM) or the number nR of half-sine waves able to minimize, based on Eq. 25), the expected critical buckling moment Mcr( E, R) . 3b) and h/t > 6, for example, Eqs. 5 nR2 ht 3 E . 3 LR Glass Beams Under Positive Bending Moment My Eqs. 29) – although not fully exhaustive for the description of the expected LTB behavior – can provide a first assessment of the effects due to continuous, adhesive joints acting as flexible lateral restraints along the top edge of a given glass beam in LTB, both in terms of expected magnifying factors RM as well as corresponding critical buckling shapes.