By G. C. Sih (auth.), George C. Sih, A. Carpinteri, G. Surace (eds.)
The decade has noticeable an important development within the processing and fabrication of complex composite fabrics. This quantity comprises the updated contributions of these with operating event within the automobile, marine, aerospace and building box.
beginning with smooth applied sciences involved in assessing the swap in fabric microstructure when it comes to the processing parameters, methodologies are provided to account for tradeoffs among the basic variables comparable to temperature and strain that keep an eye on the product caliber. The booklet includes new rules and information, no longer on hand within the open literature.
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Extra resources for Advanced Technology for Design and Fabrication of Composite Materials and Structures: Applications to the Automotive, Marine, Aerospace and Construction Industry
120 Beam Adhesive Plate mm mm o 201 I!. 203 • 204 .. 205 y 206 80 3·0 1·5 1·5 1·5 1·5 '·5 3·0 6·0 2x1·5 « 120 5 10 15 20 25 30 CENTRAL DEFLECTION;mm Figure 1 - Effect of bonded plates on mid-span deflection. 204 A 205 y 206 1·5 1·5 1·5 '·5 '·5 3·0 6·0 2 x1·5 1st crack load 60 kN 1000 2000 3000 4000 5000 STEEL PLATE STRAIN xH)6 Figure 2 - Effect of bonded plates on steel plate strain. 0 mm 30-36% 38-56% 70-99% 70-110% • Where failure of a strengthened reinforced concrete member occurs by yielding of the bonded plates, the ductility and energy absorption properties of the beam would be preserved, Figure 4.
The reductions are greater than would be achieved by introducing additional internal reinforcement equivalent to that of the external plate. • In structural terms, the stiffening effect is far more influential in reducing the reinforcing bar and steel plate strains than in reducing deflection. Thus the bonded plates contribute more to control of cracking than to control of deflection, Figure 2 . • The net effect of the reduced structural deformations is that the serviceability loads are in effect substantially increased by the stiffening action of the bonded plates, Figure 3.
Jones and T. H. Ang, "Under- and Over-Reinforced Concrete Beams with Glued Steel Plates", The International Journal of Cement Composites and Lightweight Concrete, Vol. 1, pp. 19-32, 1982.  R. Jones and R. N. Swamy, "In-Situ Strengthening of Concrete Structural Members Using Epoxy Bonded Steel Plates", Proc. 4th Int. Congress on Polymers in Concrete, Darmstadt, pp. 251-255, 1984.  R. Jones, R. N. Swamy and F. A. R. Salman, "Structural Implications of Repairing by Epoxy Bonded Steel Plates", Proc.