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MODELING OF SLIP AND BEARING INTERACTIONS IN BOLTED CONNECTIONS SUBJECTED TO CYCLIC LOADING

OLTMAN, JONATHAN A.

Abstract Details

2007, MS, University of Cincinnati, Engineering : Civil Engineering.
The complex moment-rotation behavior of bolted moment resisting connections requires advanced modeling techniques for the purposes of analysis and design. A model is presented that predicts the behavior of the combined slip and bearing mechanisms in T-Stub connections or bolted connections of similar geometry. A monotonic, multi-linear response is presented which accounts for variable initial bolt locations. A cyclic model is developed based upon the monotonic response and predetermined loading and unloading stiffness. The cyclic model accounts for hysteretic pinching due to degradation in connection slip load. Several functions that predict slip load decay are evaluated based upon cyclic energy dissipation. The model is validated using the results of 40 T-Stub component tests conducted at the Georgia Institute of Technology. The monotonic model is best implemented assuming a linear distribution of initial bolt position. It was found that a linear function based upon cumulative deformation is the best predictor of slip load decay.
Dr. James Swanson (Advisor)
221 p.

Recommended Citations

Citations

  • OLTMAN, J. A. (2007). MODELING OF SLIP AND BEARING INTERACTIONS IN BOLTED CONNECTIONS SUBJECTED TO CYCLIC LOADING [Master's thesis, University of Cincinnati]. OhioLINK Electronic Theses and Dissertations Center. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1181516304

    APA Style (7th edition)

  • OLTMAN, JONATHAN. MODELING OF SLIP AND BEARING INTERACTIONS IN BOLTED CONNECTIONS SUBJECTED TO CYCLIC LOADING. 2007. University of Cincinnati, Master's thesis. OhioLINK Electronic Theses and Dissertations Center, http://rave.ohiolink.edu/etdc/view?acc_num=ucin1181516304.

    MLA Style (8th edition)

  • OLTMAN, JONATHAN. "MODELING OF SLIP AND BEARING INTERACTIONS IN BOLTED CONNECTIONS SUBJECTED TO CYCLIC LOADING." Master's thesis, University of Cincinnati, 2007. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1181516304

    Chicago Manual of Style (17th edition)