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D:\Current_work\Wrinkles in solar sails SDM\SDM_2003\SDM-paper-03.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Wrinkle-amplitudes-solar-sails_SDM.pdf14 Feb 2003: An. A. A. B. B. C. C. η. ξw. Fig. 12 Wrinkle details for T1/T2 = 4. ... a) (b). (c) (d). Fig. 13 Shapes of membrane for T1/T2 equal to (a)1, (b) 2, (c) 3, (d) 4. -
700005 1..14
www-civ.eng.cam.ac.uk/cjb/papers/p61.pdf22 Mar 2010: 19. Strips a–a and b–b are parallel to. the x- and y-axes respectively, while u–u and v–v areat 458. ... To these must be added. the moments from a–a and b–b to give the total. -
Murphey and Pellegrino, NEM, AIAA-2004-1528, Rev 10
www-civ.eng.cam.ac.uk/dsl/publications/Actuated_tape_spring_SDM.pdf19 Apr 2004: σ. (11). The A and B stiffness matrices of CLT and are given by. ( ). ( ). ... grad gradK D D u uψ = = b b b b (23) where b is the unit vector in the direction of the derivative. -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/05burgoyne.pdf11 Jul 2007: a-a and b-b are parallel to the x- and y- axes respectively, while u-u and v-v are at 45. ... To these must be added the moments from a-a and b-b to give the total moment field, which must be compared with the moment capacity described above. -
A Numerical Approach to the Kinematic Analysis of Deployable ...
www-civ.eng.cam.ac.uk/dsl/publications/Numerical_approach.pdf20 Mar 2006: shown) and (b) deployed. 22. 6 Elementary transformations between coordinate systems for a rod. ... A B. (b)(a). zC. CZ. zA. O. A. v1. rod 1. -
1 INTRODUCTION 1.1 Jacked piles The axial capacity of ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/124_CCM_2002_347_354.pdf7 Jul 2002: Zone of highparticle breakage. 80 mm2.5 B. B. 0. 20. 40. ... Cumulative percent by volume. Virgin soil. Soil adjacent to pile. a) b) Figure 5. -
The Study ofRelative Density and Boundary Effects for Cone ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR256.pdf22 Aug 2001: The. tests were preformed using cones with different diameters B in calibration chambers with. ... 40 60. Diameter ratio, D/B. (b). 80 100. Figure 14: Relationship between qc and diameter ratio, $$. -
Osman, A. S., Mair, R. J. & Bolton, M. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/176.pdf16 Nov 2006: Amsterdam: Elsevier. Clough, G. W. & Schmidt, B. (1981). Design and performance ofexcavations and tunnels in soft clay. ... Géotechnique 43, No.2, 315 – 320. Peck, R. B. (1969). Deep excavations and tunnelling in soft ground.Proc. -
1 INTRODUCTION 1.1 Predicting pile behaviour The axial capacity ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/122_ICPMG_2002_649_654.pdf14 Dec 2001: Stroud (1971) and Lee (1990) present data for Leighton Buzzard fraction B silica sand. ... B. h. ‘far’ ‘near’. 1.5Β3.5Β. Silica sandCarbonate sand. ‘far’. ‘near’. ‘near’. -
C:\Documents and Settings\Sergio\My Documents\Current_work\CFRP tape…
www-civ.eng.cam.ac.uk/dsl/publications/CFRP_tape_springs_Paper.pdf9 Apr 2004: 1(b), in which case the edges of the tapespring are subject to tensile stresses. ... . N.M. =. . A. B. B. D. . .
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