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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.