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BJE: Engineering Robust, Reliable, Bolted Joints |
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Contact: |
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Questions Answered. |
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· How do I account for the tolerances in my joint? · What is the most likely failure mode for my joint? · How do the component parameters affect the failure modes? · How sensitive is my joint to changes in fastener finish? · When is it ok to exceed the yield strength of the bolt or plates? · When is it ok to exceed the frictional shear capacity of a joint? · When is it ok to exceed the total slip capacity of a joint? · What is the fatigue life expectation for the bolt in this joint? · When should locking features be used? · Do I have a good bolt pattern? · How do I design a clevis joint? Is my clevis too stiff? · Can I use this process to set load and stiffness targets? · What are embedment features, and when should I use them? · How should/shouldn’t I design nubs and serrations? · How do I handle joint relaxation? · How do I design wheel attachments? · Should I use cone nuts, flat nuts, or two piece nuts? · How much are my joints over-designed? · I’m package constrained. How can I make a 14mm bolt perform · like a 16mm bolt? · I’m time constrained. How can I add more joint analysis to my · process?
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Engineers have successfully used our seminar techniques to answer these questions, (and many more): |
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Bolted Joint Engineering P.C. 22914 Nona St. Dearborn, MI 48124 Phone: 313.673.5575 www.boltedjoint.com
E-mail: techhelp@boltedjoint.com customerservice@boltedjoint.com
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