Shear-Reinforced Concrete Breakout Failure in Tension-Loaded Anchor Groups
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Response to Dynamic Loads · Structural Load-Bearing Analysis
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References (17)
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9. Karać, D., 2022, “Shear Reinforced Concrete Breakout Failure, Structural Engineering, Mechanics, and Materials,” MS thesis, University of California, Berkeley, Berkeley, CA.
10. Mahrenholtz, C.; Akguzel, U.; Eligehausen, R.; and Pampanin, S., 2014, “New Design Methodology for Seismic Column-to-Foundation Anchorage Connections,” ACI Structural Journal, V. 111, No. 5, Sept.-Oct., pp. 1179-1189.10.14359/51686968 ↗
11. Papadopoulos, V.; Murcia-Delso, J.; and Benson Shing, P., 2018, “Development of Headed Bars in Slab-Column Joints of Reinforced Concrete Slab Bridges,” ACI Structural Journal, V. 115, No. 5, Sept., pp. 1393-1406. doi: 10.14359/5170224710.14359/51702247 ↗
12. Pryor, S.; Montague, E.; Fischer, S.; Ding, F.; and Mochizuki, G., 2016, “Detailing for Increased Capacity of Tension-Only Steel Anchor Rods Embedded in Elevated Concrete Slabs,” 2016 SEAOC Convention, Maui, HI.
13. Sharma, A.; Eligehausen, R.; and Asmus, J., 2017, “Comprehensive Experimental Investigations on Anchorages with Supplementary Reinforcement,” Proceedings of the 3rd International Symposium on Connections between Steel and Concrete (ConSC 2017), Sept. 27-29, Stuttgart, Germany, pp. 242-252
14. Sharma, A.; Eligehausen, R.; Asmus, J.; Bujnak, J.; and Schmid, K., 2018, “Analytical Model for Anchorages with Supplementary Reinforcement under Tension or Shear Forces. High Tech Concrete: Where Technology and Engineering Meet,” Proceedings of the 2017 fib Symposium, Maastricht, the Netherlands, 2017, pp. 974-982.10.1007/978-3-319-59471-2_113 ↗
15. Worsfold, B. and Moehle, J., 2023a, “Moment Transfer at Column-to-Footing Connections: Analytical Studies,” ACI Structural Journal, V. 120, No. 2, Mar., pp. 205-216.10.14359/51737146 ↗
16. Worsfold, B., and Moehle, J., 2023b, “Shear-Reinforced Concrete Breakout Design Methodology for Moment Transfer at Column-Foundation Connections,” Engineering Structures, V. 283. doi: 10.1016/j.engstruct.2023.11578310.1016/j.engstruct.2023.115783 ↗
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