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Item Information   Holdings       More by this author     Pinkerton, Elise. [author].     Milwaukee School of Engineering     Subjects     Structural analysis (Engineering) -- Mathematical models     Building, Iron and steel     Connections (Mathematics)     Shear (Mechanics)     Structural stability     MSST Project.     Browse Catalog     by author:      Pinkerton, Elise. [author].      Milwaukee School of Engineering       by title:      Axial, shear, and mo...         MARC Display

Axial, shear, and moment interactions of single-angle connections : a report submitted to the faculty of the Milwaukee School of Engineering in partial fulfillment of the requirements for the degree of Master of Science in structural engineering / by Elise Pinkerton. by Pinkerton, Elise. [author]., Milwaukee School of Engineering Subjects Structural analysis (Engineering) -- Mathematical models   Building, Iron and steel   Connections (Mathematics)   Shear (Mechanics)   Structural stability   MSST Project. Description:  88 leaves : illustrations, some of which are in color ; 29 cm. Contents:  Introduction -- Literature review -- Experimental testing -- Experimental results -- Strategies for replication using finite element analysis -- Conclusions -- Appendix A: Summary of ANSYS input commands. Simple shear connection such as shear tabs, single angles, double angles, and tee connections are commonly used in steel framed structures because they are relatively simple and economical in terms of fabrication and erection costs. These connections have typically only been considered to resist vertical shear loads. Their ability to resist the interaction of shear, axial, and moment forces has not been well studied and their behavior under combined loading is not well understood. The purpose of this research is to investigate the behavior of single-angle connections that are subjected to the combination of shear, axial, and moment forces due to a simulated column failure. This thesis presents historical background on single-angle connections, current industry standards and provisions, previous research on the interaction of forces on shear connections, and a brief discussion on catenary action. Six full scale tests simulating a column failure were conducted on single-angle connections for three-, four-, and five-bolt configurations. Experimentally measured strain and deflection data was used to calculate the shear, axial, and moment forces at the bolt line of the connection, as well as the end rotation of the beam. In addition to the experimental testing, a finite element model of the five-bolt configuration was created in an attempt to replicate the behavior of the connection. Form:  text unmediated volume   Copy/Holding information Location Collection Call No. Status   Walter Schroeder Library Master's Theses AC805 .P535 2014 Available Add Copy to MyList Format: HTMLPlain textDelimited Subject:   Email to:

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