Influence of Spatial Variability of Concrete in Large Shear- Critical Structures
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OpenAlex topics: Concrete Corrosion and Durability · Structural Behavior of Reinforced Concrete · Structural Engineering and Vibration Analysis
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References (22)
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1. Mirza, S. A.; Hatzinikolas, M.; and MacGregor, J. G., “Statistical Descriptions of Strength Of Concrete,” Journal of the Structural Division, V. 105, No. 6, 1979, pp. 1021-1037. doi: 10.1061/JSDEAG.000516110.1061/JSDEAG.0005161 ↗
2. Bartlett, F. M., and MacGregor, J. G., “Statistical Analysis of the Compressive Strength of Concrete in Structures,” ACI Materials Journal, V. 93, No. 2, Mar.-Apr. 1996, p. 158-16810.14359/1353 ↗
3. Unanwa, C., and Mahan, M., “Statistical Analysis of Concrete Compressive Strengths for California Highway Bridges,” Journal of Performance of Constructed Facilities, ASCE, V. 28, No. 1, 2014, pp. 157-167. doi: 10.1061/(ASCE)CF.1943-5509.000040410.1061/(ASCE)CF.1943-5509.0000404 ↗
4. Stewart, M. G., “Spatial Variability of Pitting Corrosion and Its Influence on Structural Fragility and Reliability of RC Beams in Flexure,” Structural Safety, V. 26, No. 4, 2004, pp. 453-470. doi: 10.1016/j.strusafe.2004.03.00210.1016/j.strusafe.2004.03.002 ↗
5. Li, Y., “Service Life Prediction And Repair of Concrete Structures with Spatial Variability,” HERON, V. 52, No. 4, 2007, pp. 251-268.
6. Collins, M. P.; Bentz, E. C.; Quach, P. T.; and Proestos, G. T., “The Challenge of Predicting the Shear Strength of Very Thick Slabs,” Concrete International, V. 37, No. 11, Nov. 2015, pp. 29-37.
7. Quach, P., “Understanding and Safely Predicting the Shear Response of Large-Scale Reinforced Concrete Structures,” master’s thesis, 2016, University of Toronto.
8. Hunter, M. D., “Towards Stochastic Finite Element Analysis of Reinforced Concrete Structures,” MASc. Thesis, 2016, University of Toronto, Toronto, ON, Canada.
9. Panesar, D. K., and Chidiac, S. E., “Ultrasonic Pulse Velocity for Determining the Early Age Properties of Dry-Cast Concrete Containing Ground Granulated Blast-Furnace Slag,” Canadian Journal of Civil Engineering, V. 34, No. 5, 2007, pp. 682-685. doi: 10.1139/l07-03910.1139/l07-039 ↗
10. Nguyen, N. T.; Sbartaï, Z.; Lataste, J.; Breysse, D.; and Bos, F., “Assessing the Spatial Variability of Concrete Structures Using NDT Techniques – Laboratory Tests and Case Study,” Construction and Building Materials, V. 49, 2013, pp. 240-250. doi: 10.1016/j.conbuildmat.2013.08.01110.1016/j.conbuildmat.2013.08.011 ↗
11. Stein, M. L., Interpolation of Spatial Data: Some Theory for Kriging, 1999, New York, Springer.10.1007/978-1-4612-1494-6 ↗
12. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 2019, 520 pp.
13. CSA A23.3-14, “Design of Concrete Structures,” CSA Group, Mississauga, ON, Canada, 2014, 456 pp.
14. Bartlett, F. M., and MacGregor, J. G., “Assessment of Concrete Strength in Existing Structures,” Structural Engineering Report No. 198, 1994, University of Alberta, Edmonton, AB, Canada.
15. Scanlon, A., and Mikhailovsky, L., “Strength Evaluation of An Existing Concrete Bridge Based on Core and Non-Destructive Test Data,” Canadian Journal of Civil Engineering, V. 14, No. 2, 1987, pp. 145-154. doi: 10.1139/l87-02610.1139/l87-026 ↗
16. Koide, H.; Akita, H.; and Tomon, M., “Size Effect on Flexural Resistance Due to Bending Span of Concrete Beams.” Proceedings of the Third International Conference on Fracture Mechanics of Concrete Structures, 1998, Freiburg, Germany, pp. 2121–2130.
17. VTAG, VecTor Analysis Group, Nonlinear Finite Element Analysis Software for Reinforced Concrete Structures, 2019, http://vectoranalysisgroup.com/.
18. Wong, P. S.; Vecchio, F. J.; and Trommels, H., “VecTor2 and FormWorks User’s Manual,” Technical Report, Department of Civil Engineering, University of Toronto, Toronto, ON, Canada, 2013, 318 pp.
19. Vecchio, F., and Collins, M., “The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear,” ACI Journal Proceedings, V. 83, No. 2, Mar.-Apr. 1986, pp. 219-231.10.14359/10416 ↗
20. Vecchio, F., “Disturbed Stress Field Model for Reinforced Concrete: Formulation,” Journal of Structural Engineering, ASCE, V. 126, No. 9, 2000, pp. 1071-1077. doi: 10.1061/(ASCE)0733-9445(2000)126:9(1070)10.1061/(ASCE)0733-9445(2000)126:9(1070) ↗
21. Comite Euro-International Du Beton, “CEB—FIP Model Code for Concrete Structures,” Brussels, Belgium, 1978.
22. Hunter, M. D.; Ferche, A. C.; and Vecchio, F. J., “Stochastic Finite Element Analysis of Shear-Critical Concrete Structures,” ACI Structural Journal, accepted for publication..