Page 188 - Aircraft Stuctures for Engineering Student
P. 188

172  Structural instability




                               I
                               I
                        14      I
                                I-Loaded   edges clamped



                                \
                                I u





                                                              Unloaded edges clamped
                                                              One unloaded edge clamped
                                                              one simply supported
                                                              Both unloaded edges
                                                              simply supported


                                                              One unloaded edge clamped
                                                              one free
                                                              One unloaded edge free
                                 I      I                   5 one simply supported
                        0        1      2      3      4





                     56  -
                     52  -  Unloaded edges clamped

                                                                I5  -

                  k  40-                                        I3  -
                                                                            Clamped edges
                     36  -                                      II  -
                                                              k
                                                                9-
                                                                           Simply supported
                                                                7-
                                                                5,
                                                                      1    2   3   4    5
                                      a/b                                   a/b
                                       (b)                                  (C)
                 Fig. 6.16  (a) Buckling coefficients for flat plates in compression; (b) buckling coefficients for flat plates in
                 bending; (c) shear buckling coefficients for flat plates.
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