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Murphey and Hinkle, Hierarchical Space Structures AIAA 200–
www-civ.eng.cam.ac.uk/dsl/publications/HierarchicalSpaceStructures.pdf23 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. -
In-Situ Photocatalytic Remediation of Organic Contaminants in…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-Lim.html22 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. -
The lower bound theorem of plasticity cannot be used as a basis for…
www-civ.eng.cam.ac.uk/cjb/concplas/17sebastian.pdf11 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. -
021003_GIANNOPOULOS
www-civ.eng.cam.ac.uk/cjb/papers/cp89.pdf26 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). -
Summary
www-civ.eng.cam.ac.uk/cjb/concplas/13jaafar.pdf11 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. -
E:CURRENT_WORKBI-STABLE_SHELLS_SDMPAPER_SDM.DVI
www-civ.eng.cam.ac.uk/dsl/publications/bistable.pdf8 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 -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/10ibell.pdf25 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. -
Symmetry and states of self stress intriangulated toroidal frames ...
www-civ.eng.cam.ac.uk/dsl/publications/torus.pdf22 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. -
Uniaxial and eccentric compressive behaviour of spirally confined…
www-civ.eng.cam.ac.uk/cjb/papers/cp69.pdf27 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. -
D:CURRENT_WORKTSR HINGEPAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/TSR_hinge.pdf21 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. -
021004_GIANNOPOULOS
www-civ.eng.cam.ac.uk/cjb/papers/cp90.pdf26 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 -
Self Locking Rolling Hinges
www-civ.eng.cam.ac.uk/dsl/presentations/SelfLockingRollingHinges.ppt5 Jul 2001: Kyy. 200. 31.9. 216. 425. 40. 465. N/mm. Kzz. 9.66. 115. -
C:\Documents and Settings\Sergio\My Documents\Papers\Wrinkled…
www-civ.eng.cam.ac.uk/dsl/publications/Barcelonapaper.pdf24 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. -
ACM-186
www-civ.eng.cam.ac.uk/cjb/papers/cp67.pdf20 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. -
mc510401 229..239
www-civ.eng.cam.ac.uk/cjb/papers/p37.pdf9 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. -
Uniaxial and eccentric compressive behaviour of spirally confined…
www-civ.eng.cam.ac.uk/cjb/papers/cp53.pdf20 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 -
TR337
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR337.pdf6 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. -
Study of Pollutant Spillage andElectrokinetic Soil Remediation C.…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR302.pdf17 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). -
Proceedings of the 5th International Conference onComputation of…
www-civ.eng.cam.ac.uk/dsl/publications/Gan_Pellegrino_abst.pdf2 Feb 2006: 100. 120. 140. 160. 180. 200. θ1 (deg). θ2 a. nd θ.
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