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Full-Scale Testing for Composite Slab/Beam Systems Made with Extended Stud Spacing |
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| Authors: | Sameh S Badie Amgad F Morgan Girgis Maher K Tadros Krissachai Sriboonma |
| Affiliation: | 1Associate Professor, Civil & Environmental Engineering Dept., The George Washington Univ., 801 22nd St., Washington, D.C. 20052 (corresponding author). E-mail: badies@gwu.edu 2Design Engineer, e-Construct, 2111 South 67th St., Suite 200, Omaha, NE 68106. E-mail: AGirgis@econstruct.us 3Leslie D. Martin Professor, Dept. of Civil Engineering, Univ. of Nebraska–Lincoln, Lincoln, NE. E-mail: mtadros@mail.unomaha.edu 4Consultant, Baker Engineering and Risk Consultants, Inc., San Antonio, TX. E-mail: KSriboonma@BakerRisk.com |
| Abstract: | Investigation of the background of the 610?mm (24?in.) spacing of stud shear connectors showed that this limit was set on the basis of a small amount of testing of beams with spacing greater than this limit. The literature search showed that some attempts have been recently made to extend this limit. One of the objectives of the NCHRP 12-65 research project was to investigate the possibility of extending this limit to 1,220?mm (48?in.) for cluster of studs used for precast concrete panels made composite with steel I-beams. The experimental investigation included testing of push-off specimens and full-scale composite beams. Results of the push-off specimens have shown that the fatigue loading has no detrimental effect on the load-slip relationship when the number of studs is doubled per cluster. This paper covers the second part of the experimental investigation, which is fatigue and ultimate testing of full-scale composite beams. The full-scale testing has proven that full-composite action between precast concrete panels and steel girders can be achieved when the spacing between the stud clusters is extended up to 1,220?mm (48?in.). |
| Keywords: | Shear Studs Slabs Steel beams Girder bridges Panels Spacing Full-scale tests |