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                                                                         Welding, Bonding, and the Design of Permanent Joints  507
                                               References
                                               Good references are available for analyzing and designing adhesive bonds, including
                                               the following:
                                                    R. D. Adams, J. Comyn, and W. C. Wake, Structural Adhesive Joints in
                                                    Engineering, 2nd ed., Chapman and Hall, New York, 1997.
                                                    G. P. Anderson, S. J. Bennett, and K. L. DeVries, Analysis and Testing of
                                                    Adhesive Bonds, Academic Press, New York, 1977.
                                                    H. F. Brinson (ed.), Engineered Materials Handbook, vol. 3: Adhesives and
                                                    Sealants, ASM International, Metals Park, Ohio, 1990.
                                                    A. J. Kinloch, Adhesion and Adhesives: Science and Technology, Chapman and
                                                    Hall, New York, 1987.
                                                    A. J. Kinloch (ed.), Durability of Structural Adhesives, Applied Science
                                                    Publishers, New York, 1983.
                                                    R. W. Messler, Jr., Joining of Materials and Structures, Elsevier Butterworth-
                                                    Heinemann, Mass., 2004.
                                                    E. M. Petrie, Handbook of Adhesives and Sealants, 2nd ed., McGraw-Hill,
                                                    New York, 2007.
                                                    A. V. Pocius, Adhesion and Adhesives Technology: An Introduction, 2nd ed.,
                                                    Hanser Gardner, Ohio, 1997.

                                               The Internet is also a good source of information. For example, try this website:
                                               www.3m.com/adhesives.


                                               PROBLEMS

                                     9–1 to    The figure shows a horizontal steel bar of thickness h loaded in steady tension and welded to a
                                       9–4     vertical support. Find the load F that will cause an allowable shear stress, τ allow , in the throats of
                                               the welds.


                                                Problem
                                                Number               b             d             h              allow
                                                   9–1             50 mm         50 mm          5 mm         140 MPa
                                                   9–2              2 in          2 in           5  in        25 kpsi
                                                                                                16
                                                   9–3             50 mm         30 mm          5 mm         140 MPa
                                                   9–4              4 in          2 in           5  in        25 kpsi
                                                                                                16




                                                          h

                              Problems 9–1 to 9–4  d
                                                                     F
                                                     b




                                     9–5 to    For the weldments of Probs. 9–1 to 9–4, the electrodes are specified in the table. For the electrode
                                       9–8     metal indicated, what is the allowable load on the weldment?
   528   529   530   531   532   533   534   535   536   537   538