Numerical modelling of extraction of spudcans

... discretization of the wave equation in the www.intechopen.com Frequency- Domain Numerical Modelling of Visco- Acoustic Waves with Finite- Difference and Finite- Element Discontinuous Galerkin Methods 153 frequency ... the www.intechopen.com Frequency- Domain Numerical Modelling of Visco- Acoustic Waves with Finite- Difference and Finite- El...

Ngày tải lên: 27/07/2014, 23:25

... mathematical modelling approaches for the analysis of cell growth from CFSE assay data developed so far con- 10 10 10 CFSE intensity 10 Figure (right) CFSE dilution (left) and typical CFSE intensity histograms ... adversely affect cellular function; (iv) during each round of cell division, the fluorescent CFSE is partitioned equally between daughter cells, see Fig (left)...

Ngày tải lên: 13/08/2014, 16:21

... failure mechanisms and their interactions in composite laminates 1.6 Structure of the thesis In the rest of the thesis, different numerical methods for the modelling of damage and failure of composites ... function matrix of a cohesive element Nedge number of edges in an element NfDOFD number of internal floating DoF of an element xx NfDOFj number of shared floa...

Ngày tải lên: 10/09/2015, 09:28

... penetration in sand overlying clay and in two-layer clay The findings obtained in the study of spudcan penetration in sand overlying clay may therefore not be applicable to the case of two-layer clay ... EXPERIMENTAL AND NUMERICAL MODELLING OF SPUDCAN PENETRATION IN STIFF CLAY OVERLYING SOFT CLAY SINDHU TJAHYONO (B.Eng., NUS) A THESIS...

Ngày tải lên: 10/09/2015, 15:54

... the sand piles itself, the overall shear strength of the composite ground being taken to be some weighted average of that of the sand pile and the in-situ strength of the soft clay This often ... cylindrical surface of sand pile, s the internal friction angle of sand, and u the upper yield stress of clayey ground If one further assumes that the stress conditions...

Ngày tải lên: 12/09/2015, 09:39

... CENTRIFUGE AND NUMERICAL MODELLING OF SOFT CLAY- PILE- RAFT FOUNDATIONS SUBJECTED TO SEISMIC SHAKING SUBHADEEP BANERJEE (M.Tech., IIT Roorke) A THESIS SUBMITTED FOR THE DEGREE OF DOCTOR OF PHILOSOPHY ... the effect of the surrounding soft clay was primarily to impose an inertial loading onto the piles, xi thereby increasing the natural frequency of the...

Ngày tải lên: 12/09/2015, 09:39

... may also involve non -Newtonian liquids The influence of non -Newtonian suspending fluids on fibre evolution and fibre- fibre interaction will lead to the changes of fibre orientation and hence ... model for predicting rheological properties of fibre suspensions is suggested Up to this point, fibre suspensions in Newtonian or non -Newtonian fluids are s...

Ngày tải lên: 15/09/2015, 17:09

... Friction along anchor Influence of in-situ stress Influence of elastic modulus of rock Influence of Elastic modulus of soil Deformation of soil at low elastic modulus Influence of Ks for anchor bonded ... NUMERICAL MODELLING OF ANCHOR- SOIL INTERACTION LIU KAO XUE B Eng (Tsinghua), M Eng (XAUT), M Eng (NUS) A THESIS SUBMITTED FOR THE DEGREE OF DOCTOR OF PH...

Ngày tải lên: 16/09/2015, 17:12

... effect is ascribed to the high catalytic capacity (Vmax) of the arginase Relevant Mathematica functions were written to extract the distribution of radioactivity, and the total measurable radioactivity ... not always intuitive The construction of detailed, and necessarily complex, mathematical models serves as a ÔtoolÕ to facilitate analysis of channelling in biochemic...

Ngày tải lên: 08/03/2014, 08:20

... • Give a detailed R-D analysis and propose novel R-D models for scalable video coders To better understand scalable coders, we examine distortion and bitrate of scalable coders separately, which ... importance and advantages of scalable coding in video transmission and also describe several popular scalable coders In Chapter III, we give a detailed rate-dis...

Ngày tải lên: 06/11/2012, 10:45

... surface of cross section -118- 900 21 50 21 50 27 5 D2 D1 1700 25 0 P 325 P 1800 1700 100 520 0 Beam s A1 and A2 21 50 21 50 900 27 5 P D2 D1 1700 1800 375 325 P 1700 520 0 Beam s B1 21 50 21 50 900 27 5 D1 D2 ... e2θ ; * v1 = v1 ; * v2 = v2 ; θ 1* = θ ; * 2 = 2 ; where e1 and e2 are the eccentricities of cable at the deviators and 2, respectively -114- (6.7) u2*,v2*,θ 2* Ca...

Ngày tải lên: 07/11/2012, 11:04

... [K 11 ] 1 ({ΔF1 } + {R1 } − [K 21 ]{ΔU }) (2.22) {ΔF2 } = [K 22 ]{ΔU } + [K12 ]{ΔU } − {R2 } (2.23) K 12 ⎤ K 22 ⎥ ⎦ ⎧ ΔU ⎫ ⎬ ⎨ ⎩ΔU ⎭ (1) ⎧ ΔF ⎫ ⎧ R ⎫ = ⎨ 1 +⎨ 1 ⎩ΔF2 ⎭ ⎩ R2 ⎭ ⎡ K 11 ⎢K ⎣ 21 Solving ... (3 .18 a) 12 K 6K 12 K 6K ⎤ ⎡ ⎢0; − L3 ; − L2 ; 0; L3 ; − L2 ⎥ ⎣ ⎦ 12 K 1+ L2 (3 .18 b) ⎡ 12 ⎛ 12 K ⎞ 6 12 ⎛ 12 K ⎞ ⎤ 0; − + x; ⎜ − − ⎟ + x; 0; − x; ⎜ − ⎟ + x⎥ ⎢ L⎠ L ⎦ 12 K L...

Ngày tải lên: 07/11/2012, 11:04

... 8 Numerical Solutions of the Black Scholes Equation The left-hand side of the heat equation, on the other hand, cannot be unambiguously approximated The following are some of the more ... six steps in the x-direction; these values are chosen to make the set-up as close as possible to the binomial example of the last chapter 97 Numerical Solutions of...

Ngày tải lên: 25/10/2013, 19:20