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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.