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26 Mar 2010: Results are shown for steel with yield strengths of 250 and 500 MPa (Young’s modulus 200 GPa and cross sectional area 5.3 mm2).

17 Aug 2001: p’=200 kPa (at A), (ii) isotropic unloading to p’=lOO kPa at B, (iii) shearing during. ... Fig.6. Stiffness-strain curve for Gault Clay. 800. s6 600. 400. 200.

22 Aug 2001: sl. z 0.2. 5u 0.1 1. 0 100 200 300 400. ... Hz]. 0.15 - (. G O.l-. zu 0.05 - 10 100 200 300 400.

23 Feb 2006: 18 Y. WESLEY WONG AND SERGIO PELLEGRINO. 0 50 100 150 200-1. ... 20, 200–207, 227–233, 256–262, 279-284. [Wong 2003] Wong, Y. W., 2003.

22 Mar 2010: areassumed to be 35 and 3.7 N / mm2 and the Young’s modulus andthe yield stress of steel are taken as 200 kN / mm2 and530 N / mm2, respectively. ... Midspan Debonding. Fig. 11a shows GR for a fracture propagating from an internalcrack, one end of which

26 Mar 2010: A spatial resolution of about 200 μm would allow the observation of fractures [13,14], although study of the pores within the matrix would require a higher resolution [13].

25 Sep 2000: Parameter Rib Membrane. Density (kg/m3) 7000 1. Young's Modulus (GPa) 200 20.

21 Mar 2001: Shape and Stress Analysis. of Offset CRTS Reflectors. C.Y. Lai and S. Pellegrino. CUED/D-STRUCT/TR177(revised). European Space Agency Contractor Report. The work presented in this report was carried out under an ESA contract. Responsibility for its

26 Mar 2010: 0.3. 0.4. 0.5. 0.6. 0.7. 0.8. 0.9. 1. 0 50 100 150 200 250. ... 27] Wallbank, E. J., The Performance of Concrete Bridges: A Survey of 200 Highway Bridges, HSMO, London, Department of Transport, UK – G.

8 Apr 2011: Concrete Young’s modulus 35 GPa (5080 ksi) FRP Young’s modulus 165 GPa (23900 ksi) Steel Young’s modulus 200 GPa (29000 ksi) FRP ultimate strength 2800 MPa (406 ksi)