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6 May 2004: 8. ε. σ (. MP. a). 0.008 0.010 0.0140. 100. 200. ... 100. 200. 300. 400. 500. 600. 700. Figure 6: Stress-strain response from compression test on one-ply T300/913.

9 Nov 2001: 200 m. 005 m 097 m 075 m 075 m. SY-6Y-8M-10Inv T-10. ... 200. 100. 150. 50. 00 025 05 10075 125 15. (yms – δ0): m.

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).

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

22 Aug 2001: 10 -T. 2. 3.e 5.hs. 0 100 200 300 400 500 600 700. ... Ti l-. =sr" 0.5 -. -A-. 100 200 300 400 500 600 700.

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.