Page 608 - Aircraft Stuctures for Engineering Student
P. 608

index  589

               of columns, see Columns                secondary 3 17,3 18
               of plates, see Plates              Torsion of solid sections 51-65
               primary 153                          bar of elliptical cross-section 57-9
               secondary 153                        contour lines 62, 63
             Structural vibration 551-68            Laplacian operator 53
               approximate methods 565-8            membrane analogy 61-3
               flutter, flutter speeds, see Flutter   narrow rectangular strip 63-5
               lumped mass concept 552              Prandtl stress function solution 51-9
               normal modes 552                     St. Venant warping function solution 59-61
               oscillation of a mass/spring system 552-4   shear lines (lines of shear stress) 57
                 flexibility method 553             stress concentrations 63
                 stiffness method 553               torsion constant 56, 59, 61. 64
               oscillation of a mass/weightless cantilever   torsional rigidity 56
                 system 554-7                       warping displacement 59, 64
               oscillation of a uniform beam 560-5   warping function 60
             Surface forces 7                      Torsion of wings, see Stress analysis of
             Symmetric manoeuvre loads, see         aircraft components
               Airworthiness                       Total complementary energy 68, 76-100,
             Synclastic surface 125                  108
                                                    of a beam subjected to a temperature
             Tail unit components 225                 gradient 107-9
             Tangent modulus 157, 159, 173          of an end loaded cantilever 81,82
             Tapered beams, see Stress analysis of   of a multi-redundant system 90
               aircraft components                  of a pin-jointed framework 77-81
             Temperature effects 107-9              of a propped cantilever 89, 90
             Tension field beams 188-97             of ring frames 93-100
               complete diagonal tension 189-94     of a statically indeterminate framework
               diagonal tension factor 194            86-9
               effect of taper 196                  of a trussed beam 91-3
               incomplete diagonal tension 194-6    of a uniformly loaded cantilever 82, 83
               loading (buckling stress) ratio 195   Total potential energy 68, 71, 73-6,  144-9,
             Titanium 217                            165-9
             Torsion of a thin-walled rectangular section   of a thin plate 147, 170
               beam, see Structural constraint     Twist and warping of a closed section beam
             Torsion of closed section beams 307-16   303, 304, 309-15
               Bredt-Batho  theory 307-9
               condition for zero warping 315, 316   Unit load method 68, 100-2,  342-4,404,
               displacements 309-15                 405
               Neuber beams 316                     deflection of open and closed section
               shear flow distribution 307            beams 342-4
               warping distribution 309-16          deflection of multicell wings 404,405
              Torsion of fuselages, see Stress analysis of
               aircraft components                 Vibrations, see Structural vibrations
              Torsion of open section beams 316-22   Virtual work 68, 71-3
               point of zero warping 320-2          displacements 7 1, 72
               shear stress distribution 317        forces 72, 73
               subjected to constraint, see Structural   Volumetric strain 26
                 constraint
               torsion constant 3 17               Wagner, theory for tension field beams
               warping 3 17-22                       188-96
                 primary 318                        torsion bending theory 468-78
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