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23 Apr 2003: 200 04w dπρ= (5). where E is Young’s modulus and ρ is the bulk material weight density. ... 0.1. 0.01. 1. 10. Ele. men. t Dia. met. er (. mm. ) E = 200 GPaL = 10 mP = 100 N.

22 Jun 2010: A sand tank was designed for the simulation of the clean up of an MTBE plume from a point source leakage using the 200 mm i.d.

11 Jul 2007: 0. 100. 200. 300. 400. 500. 0 10 20 30 40 50 60 70 80 9. ... to 200 mm2 and 350 mm2, giving the significantly strain-hardened moment-curvature relations of Fig.

19 Feb 2008: Rahnejat and R. Whalley, eds., Mechanical Engineering Publications Ltd., 191-200. Huang, W.

26 Mar 2010: 5. available on the metal plates A and B (Fig. 4) which allowed no slip; the length AB was set to 200 mm. ... This process is repeated for various load levels (50, 100, 150, 200, 250 and 300 N).

11 Jul 2007: h = 200 mm b =140 mm rsp = 57.5 mm d = 170 mm. ... Splitting Cylinder. Cylinder length = 200 mm Cylinder Radius = 50 mm Spiral Spacing = 32mm.

8 Feb 2000: 7 correspond to the FE sim-ulation results obtained from a mesh of 200 8 S8R5elements. ... 45 29 200 280 30 42 4245 29 200 200 30 42 4445 29 200 120 32 44 4945 29 200 90 33 45 5560 29 150 280 13 26 2860

25 Jul 2007: Load. (kN. ). Test. Predict. Load-dis. profile - C3-20-75-20-125. 0. 200. ... Test. Predict. (a) (b). Load-dis. profile - C3-30-75-20-125. 0. 200.

22 Jan 2002: 12. Tables. joint x y z1 -0.500 0.289 0.7072 0.500 0.289 0.7073 0 -0.577 0.7074 0 1.386 05 1.200 -0.693 ... Symmetry Parameter Value Symmetry Parameter Valuea 0.031b 0.200. Γ0 = A′1 c -0.597 Γ = A.

27 Mar 2010: At 200 kN, while the loading was maintained, a loud sound was heard. ... For the 200 kN load cycle, significant cracks developed so the tendon force increased.

21 Jan 2002: Forc. e (N. ). 1.5 1 0.5 0 0.5 1 1.5-200. ... 0 40 80 120 160 200-200. 0. 200. 400. 600. 800.

26 Mar 2010: The mechanical strain gauge consisted of two strips of spring steel, spot welded to two small metal plates forming a 200 mm diameter ring. ... To check the viscoelasticity of Kevlar 49, creep compliance φ(t) values are calculated for each test at

24 Apr 2003: A uniform mesh of 200 by 200 square elements was used to model the whole structure, inorder to capture the fine wrinkle details in the corners. ... 20, 200–207, 227–233, 256–262, 279-284 (1929). [2] E. Reissner. On tension field theory.

5 Jul 2001: Kyy. 200. 31.9. 216. 425. 40. 465. N/mm. Kzz. 9.66. 115.

20 Jul 2004: 0 50 100 150 200 250. bridge age (years). cum. ulat. ... 3]. Wallbank, E. J., The Performance of Concrete Bridges: A Survey of 200 Highway Bridges, HSMO, London, Department of Transport, UK – G.

9 Nov 2001: sure). Experimental investigation. The transfer zone of 100 3 200 3 2800 mm concretebeams was investigated (Fig. ... FiBRA. Technora. Steel. 0 50 100 150 200 250 300 350 400 450 500.

20 Dec 2001: Concrete Specimens The height of the concrete mould was 200 mm and the height of the spiral was 194 mm, so a thin 3 mm concrete cover could be provided at

6 Oct 2005: Min= -0.802. 20 40 60 80 100 120 140-200. 0. 200. ... Min= -11.2. 50 100 150 200 250 300-100. 0. 100. mm.

17 Aug 2001: 1300 1.200 1,400. FIGURE 28 MPEK5 - CURRENT PROFILE WITH TIME. ... 0 100 200 300 400. DISTANCE (mm). FIGURE 3 1 FINAL SULPHATE CONCEh-l-RATIONS (CROSS-SECTION THROUGH THE MODEL.ALONG CENTRELINE OF ELECTRODES).

2 Feb 2006: 100. 120. 140. 160. 180. 200. θ1 (deg). θ2 a. nd θ.

21 Mar 2001: 4.3. Phase III Results 24. 200 N/m. (a) 8 ribs. 200 N/m. ... Phase III Results 26. 200 N/m. (a) Linear Analysis. 200 N/m.

17 Aug 2001: y(mm)220200. Before-. 180 Afkr160 - -140. ig ( , , / , , yATntTy; /- 80-240 -200 -160 -120 -80 -40 0 40 80 120 160 200 240 280.

3 Aug 2011: at 200 N, confirming that the centrifuge stop-start cycle had no influence on the results. ... 0 0.2 0.4 0.6 0.8 1-50. 0. 50. 100. 150. 200.

19 Jan 2001: Technora fiber 1.39 Technora 73.0 4.6 3400 100. Steel (high-yield). 7.8 N/A 200 10.0 650 N/A. ... 6). The section sizes (100 x 200 x 2800 mm) and prestresslevels were the same in all cases, but the extent and distributionof the bond between the concrete

8 Apr 2011: rounded)150 200 200 163 37 308 308 30 31 540 540 1.3 195 167 2.0 11.0. ... crushed)N/A 200 200 152 20 141.8 141.8 20 54.8 540 540 0.45 90 138 2.0 4.8.

3 Jun 2002: Wrinkle Amplitudes 11. 0 100 200 300 400-0.8. -0.4. 0. 0.4. ... 20, 200–207, 227–233, 256–262, 279-284. Wong,Y.W. (2000) Analysis of Wrinkle Patterns in Prestressed Membrane Structures.M.Phil.

2 Oct 2001: 180. 200. 220. 240. 260. 280. 5mm. Horizontal distance, mm. only small deformations were observed. ... 120. 140. 160. 180. 200. 220. 240. 260. 280. 10mm. Horizontal distance, mm.

7 Jul 2004: 100. 200. 300. 400. 500. 600. 700. 800. 900. 1000. offset = 14 mm. ... 2 900 2 6000. 10 310 2.2 2400. 12 200 8 1060.

17 May 2005: Such estimates can result in errors of up to 200% in the maximumbending strains or stresses, and up to 400% in the bending stiffnesses. ... 0. 100. 200. 300. 400. 500. 600. 0.00 0.20 0.40 0.60 0.80 1.00 1.20.

28 Nov 2013: Thesetrends have been supported by larger datasets includingover 200 vane shear test (VST) data and over 200 la-boratory strength data (Mayne, 2012).

17 May 2005: To prevent distortions undergravity and to provide a stiff attachment point, thehub of diameter 200 mm was also reinforced. ... 0 40 80 120 160 200 240 2800. 0.05. 0.1. 0.15.

20 Dec 2005: pera. ture. varia. tion. Time: days40 60 80 100 120 140 160 180 200 220 240. ... 20 40 60 80 100 120 140 160 180 200 220.

27 Mar 2000: Note that the stresses in the wholeof the reflector, apart from two small regions near the cuts in the skirt that open out, are wellbelow 200 N/mm2. ... 50. 100. 150. 200. 250. 300. 350. 400. 2 cuts. 4 cuts.

22 Mar 2010: What do you think?If you would like to comment on this paper, please email up to 200 words to the editor at journals@ice.org.uk.

12 Jul 2007: The ratios of steel required from SLS to ULS condition varies with the loading regime and could be in the order of 100 to 200% for some cases.

22 Mar 2002: 0 200 400. 0. 1. 2. 3. x (mm)CrestTroughTransition. (1-5). (6)(7). ... 0.5. 0. 0.5. 0 100 200 300 400. (a) (b). (c) (d).

12 Jul 2002: 0 40 80 120 160 200-200. 0. 200. 400. 600. 800. ... 18. 0 40 80 120 160 200-200. 0. 200. 400. 600.

10 Sep 2008: 7000.758 28,500 89,2000.746 32,500 91,0000.730 35,200 92,9001.074 47,300 13,50000.796 31,500 90,5000.796 31,200

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.

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.

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.

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

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

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].

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.

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)