Modeling of Shear Studs for Composite Bridges with Haunches
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Structural Engineering and Vibration Analysis
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References (14)
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9. Korkmaz, C., 2018, “Evaluation of Redundancy in Composite Twin-Tub-Girder Bridges with Finite Element Analysis,” doctoral dissertation, Purdue University, West Lafayette, IN, https://docs.lib.purdue.edu/dissertations/AAI10792733/. (last accessed Sept. 14, 2022)
10. Lai, Z.; Varma, A. H.; and Zhang, K., 2014, “Noncompact and Slender Rectangular CFT Members: Experimental Database, Analysis, and Design,” Journal of Constructional Steel Research, V. 101, pp. 455-468. doi: 10.1016/j.jcsr.2014.06.00410.1016/j.jcsr.2014.06.004 ↗
11. Mouras, J. M.; Sutton, J. P.; Frank, K. H.; and Williamson, E. B., 2008, “The Tensile Capacity of Welded Shear Studs,” The University of Texas at Austin, Austin, TX, ctr.utexas.edu/wp-content/uploads/pubs/9_5498_2.pdf. (last accessed Sept. 14, 2022)
12. Neuman, B. J., 2009, “Evaluating the Redundancy of Steel Bridges: Full Scale Destructive Testing of a Fracture Critical Twin Box-Girder Steel Bridge,” MS thesis, The University of Texas at Austin, Austin, TX.
13. Ollgaard, J. G.; Slutter, R. G.; and Fisher, J. W., 1971, “Shear Strength of Stud Connectors in Lightweight and Normal Weight Concrete,” Engineering Journal (New York), V. 8, pp. 55-64.10.62913/engj.v8i2.160 ↗
14. Popovics, S., 1973, “A Numerical Approach to the Complete Stress-Strain Curve of Concrete,” Cement and Concrete Research, V. 3, No. 5, pp. 583-599. doi: 10.1016/0008-8846(73)90096-310.1016/0008-8846(73)90096-3 ↗