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28 Feb 2003: b = 200 mm. d = 300 mm. dE = 250 mm. ... Stiffness (EF ) GPa 200 220 100 540. Local failure depth (u) mm 10.

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.

15 Aug 2003: 4. involved 200 elements lengthwise by 30 elements widthwise. The mesh for a completetape tube hinge had a similar mesh density and hence the number of elements wasproportionally larger.

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.

12 Nov 2003: Universität Stuttgart University of Cambridge. Institut für Department of EngineeringStatik und Dynamik. Gravity Compensation of Deployable Solar Arrays. for Small Spacecraft. Diploma Thesis submitted to the Universität Stuttgart. for the

14 Feb 2003: 0 200 400 600Distance, η (mm). Experiment ABAQUS. -1. 0. 1. ... 1. 0. 1. 2. Experiment ABAQUS. w (. mm. ). 0 50 100 150 200.

22 May 2003: 0 100 200 300 400 500 600 700 800. LOAD (kN).

3 Mar 2003: 0 50 100 150 200 250 300 350-2. -1.5. -1. -0.5.

15 Oct 2003: 2(d). Measurements have been conducted on three samples of average mass 200 g each. ... 25. (b). 200 µm. (a). 200 µm. (c) (d). 100 200 300 400 500 600 700 8000.

22 Jun 2003: tens of millimetres. A survey of approximately 200 concrete highway bridges in the. ... 1.0. 2.0. 3.0. 4.0. 5.0. 6.0. 7.0. 8.0. 9.0. 10.0. 0.0 50.0 100.0 150.0 200.0