( ( ( ) pc ( 2 s2 ) ) ) ( ) ( ) ( ( ) ) ( ) ( ) ( ) ( ) ( ) ( ( ) pc ( 3 s3 ) ) Fgn( u) := p c1, s1, r1, θ1, φ1, δ1− , , r1, θ3, φ3, δ3− Q Fgn( u) := Fgn( u) + p( c2, s2, r1, θ3, φ3, δ3) − pc ( 3, s3, r1, θ5, φ5, δ5) Fgn( u) := Fgn( u) + p( c1, s1, r1, θ1, φ1, δ1) − pc ( 3, s3, r1, θ5, φ5, δ5) Fgn( u) := Fgn( u) + p( c1, s1, r1, θ1, φ1, δ1) − pc ( 1, s1, r2, θ2, φ2, δ2) Fgn( u) := Fgn( u) + p( c2, s2, r1, θ3, φ3, δ3) − pc ( 2, s2, r2, θ4, φ4, δ4) Fgn( u) := Fgn( u) + p( c3, s3, r1, θ5, φ5, δ5) − pc ( 3, s3, r2, θ6, φ6, δ6) Fgn( u) := Fgn( u) + p( c1, s1, r2, θ2, φ2, δ2) − pc ( 2, s2, r2, θ4, φ4, δ4) Fgn( u) := Fgn( u) + p( c1, s1, r2, θ2, φ2, δ2) − pc ( 3, s3, r2, θ6, φ6, δ6) Fgn( u) := Fgn( u) + p( c3, s3, r2, θ6, φ6, δ6) − pc ( 2, s2, r2, θ4, φ4, δ4) Fgn( u) := Fgn( u) + p( c3, s3, r2, θ6, φ6, δ6) − pc ( 1, s1, r1, θ1, φ1, δ1) Fgn( u) := Fgn( u) + p( c1, s1, r2, θ2, φ2, δ2) − pc ( 2, s2, r1, θ3, φ3, δ3) − Q − Q − B − B − B − C − C − C − D − D Fgn( u) := Fgn( u) + p c2, s2, r2, θ4, φ4, δ4− , , r1, θ5, φ5, δ5− D u := ⎛ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎝ θ 2 θ 4 θ 6 φ 1 φ 2 φ 3 φ 4 φ 5 φ 6 δ 1 δ 3 δ 5 Soln T = ⎞ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎠ Kgn( u) := Fgn( u) Given u0 > 0.1 u6 > 0 u0 < π u6 < π u1 > 0.1 u7 > 0 u1 < π u7 < π u2 > 0.1 u8 > 0 u2 < π u8 < π Soln := Minimize( Kgn, u) u3 > 0 u9 > 0 u3 < π u9 < 2 u4 > 0 u10 > 0 u4 < π u10 < 2 Call routine u5 > 0 u11 > 0 u5 < π u11 < 2 84
C.2 Visual NASTRAN Desktop NASTRAN is a CAD program capable <strong>of</strong> kinematical, dynamic <strong>and</strong> finite element analysis. The model <strong>of</strong> the manipulator is constructed using this s<strong>of</strong>tware <strong>and</strong> analyses have been made. Figure C.1 <strong>and</strong> C.2 shows the screenshots <strong>of</strong> the program at work. The most important point when working with such s<strong>of</strong>tware is the necessity <strong>of</strong> precise solid body modeling. Also, once the model is constructed, it is quite hard to change some <strong>of</strong> the dimensions to make new analysis. Figure C.1 – User Interface <strong>of</strong> NASTRAN 85
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Kinematic and Dynamic Analysis of S
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Research is what I'm doing when I d
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ÖZ Bu tez yeni bir tip uzaysal alt
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Chapter 4 KINEMATIC ANALYSIS ......
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Figure 4.15 - Comparison of results
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Chapter 1 INTRODUCTION The introduc
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Figure 1.4 - The first flight simul
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Generally, the actuators of a seria
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−1 where J = J q J x . . . q = J
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Chapter 2 SCREW KINEMATICS In this
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From equation (2.6) we have; or x z
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Using (2.7) and (2.12), one can fin
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LP + MQ + NR = 0 L 1 2 2 + M 2 1 LP
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Following Crammer’s method, the u
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That’s, the variable angle α ki
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~ ~ ~ ~ ~ ~ Let Ei ( Li , M i, Ni )
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Qk = (NiPj + LjRi - LiRj - NjPi - a
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The methods reported by F. Freudens
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Using equations (3.4) and (3.6), we
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Order of a structural group is the
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3.3 Geometrical Structural Synthesi
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