Technical Papers
Nov 6, 2015

Stochastic Nonlinear Behavior of Reinforced Concrete Frames. I: Experimental Investigation

Publication: Journal of Structural Engineering
Volume 142, Issue 3

Abstract

This paper reports a systematic experimental investigation into the stochastic nonlinearities inherent in reinforced concrete (RC) frames. A series of specimen tests is conducted with a static monotonic lateral loading regime. Eight half-scale RC model frames with one story and two spans are designed and constructed in the same condition; specifically, the materials (both concrete and reinforcement bars) used in the frames are derived from the same batch, and the same testing program is performed during the experiments. A newly-designed force transducer is applied in the test to carry out comprehensive measurements of axial force, shear force, and bending moment at the bottom section of each column. Although the physical properties of the frames are apparently the same, test results indicate that the internal forces of the columns show inevitable fluctuations. A conspicuous coupling effect between nonlinearity and randomness, which are inherent in the structure, is exposed. Randomness of materials (particularly concrete) has an influence on the initial damage distribution and the subsequent damage evolution of the structure. Thus, it is concluded that the coupling mechanism between randomness and nonlinearity of RC structures should be appropriately considered in design and analysis to reproduce the realistic response of concrete structures.

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Acknowledgments

Financial supports from the National Natural Science Foundation of China (Grant Nos. 51261120374 and 91315301-01) are greatly appreciated. The authors would like to acknowledge the kind help of Building Structure Laboratory at Tongji University to accomplish the experiments.

References

ACI (American Concrete Institute). (2008). “Building code requirements for structural concrete.” ACI 318, Farmington Hills, MI.
Aktan, A. E., Bertero, V. V., Chowdhury, A. A., and Nagashima, T. (1983). “Experimental and analytical predictions of the mechanical characteristics of a 7-story 1/5-scale model R/C frame-wall building structure.”, Univ. of California, Berkeley, CA.
Blume, J. A., Newmark, N. M., and Corning, L. H. (1961). Design of multistory reinforced concrete building for earthquake motions, Portland Cement Association, Skokie, IL.
Erdem, I., Akyuz, U., Ersoy, U., and Ozcebe, G. (2006). “An experimental study on two different strengthening techniques for RC frames.” Eng. Struct., 28(13), 1843–1851.
Fabbrocino, G., Verderame, G. M., Manfredi, G., and Cosenza, E. (2004). “Structural models of critical regions in old-type RC frames with smooth rebars.” Eng. Struct., 26(14), 2137–2148.
Faria, R., Oliver, J., and Cervera, M. (1998). “A strain-based plastic viscous-damage model for massive concrete structures.” Int. J. Solids Struct., 35(14), 1533–1558.
Feng, D., and Li, J. (2016). “Stochastic nonlinear behaviors of reinforced concrete frames. Part II: Numerical simulation.” J. Struct. Eng., 04015163.
Hellesland, J., and Scordelis, A. (1981). “Analysis of RC bridge columns under imposed deformations.” IABSE Colloquium on Advanced Mechanics of Reinforced Concrete, Delft, Holland, 545–559.
Ju, J. W. (1989). “On energy-based coupled elastoplastic damage theories: Constitutive modeling and computational aspects.” Int. J. Solids Struct., 25(7), 803–833.
Koutromanos, I., Kyriakides, M., Stavridis, A., Billington, S., and Shing, P. B. (2012). “Shake-table tests of a 3-story masonry-infilled RC frame retrofitted with composite materials.” J. Struct. Eng., 1340–1351.
Kwak, H. G., and Kim, J. K. (2006). “Time-dependent analysis of RC frame structures considering construction sequences.” Build. Environ., 41(10), 1423–1434.
Li, J., and Chen, J. B. (2006). “The probability density evolution method for dynamic response analysis of nonlinear stochastic structures.” Int. J. Numer. Methods Eng., 65(6), 882–903.
Li, J., and Chen, J. B. (2009). Stochastic dynamics of structures, Wiley, New York.
Li, J., Wu, J. Y., and Chen, J. B. (2014). Stochastic damage mechanics of concrete structures, Science Press, Beijing (in Chinese).
Lu, Y., Hao, H., Carydis, P. G., and Mouzakis, H. (2001). “Seismic performance of RC frames designed for three different ductility levels.” Eng. Struct., 23(5), 537–547.
Mari, A. R. (1984). “Nonlinear geometric, material and time dependent analysis of three dimensional reinforced and prestressed concrete frames.”, Dept. of Civil Engineering, Univ. of California, Berkeley, CA.
Mehrabi, A. B., Benson Shing, P., Schuller, M. P., and Noland, J. L. (1996). “Experimental evaluation of masonry-infilled RC frames.” J. Struct. Eng., 228–237.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China. (2010). “Code for design of concrete structures.”, Beijing.
Pampanin, S., Bolognini, D., and Pavese, A. (2007). “Performance-based seismic retrofit strategy for existing reinforced concrete frame systems using fiber-reinforced polymer composites.” J. Compos. Constr., 211–226.
Park, R., and Paulay, T. (1975). Reinforced concrete structures, Wiley, New York.
Qi, X., and Pantazopoulou, S. J. (1991). “Response of RC frame under lateral loads.” J. Struct. Eng., 1167–1188.
Schultz, A. E. (1990). “Experiments on seismic performance of RC frames with hinging columns.” J. Struct. Eng., 125–145.
Scott, M. H., and Fenves, G. L. (2006). “Plastic hinge integration methods for force-based beam-column elements.” J. Struct. Eng., 244–252.
Spacone, E., Filippou, F. C., and Taucer, F. F. (1996). “Fibre beam-column model for nonlinear analysis of R/C frames: Part I. Formulation.” Earthquake Eng. Struct. Dyn., 25(7), 711–725.
Wilby, G. K. (1974). “Response of reinforced concrete structures to seismic motions.” Ph.D. thesis, Univ. of Canterbury, New Zealand.
Wu, J. Y., Li, J., and Faria, R. (2006). “An energy release rate-based plastic-damage model for concrete.” Int. J. Solids Struct., 43(3), 583–612.
Xue, W., Cheng, B., Zheng, R., Li, L., and Li, J. (2010). “Seismic performance of nonprestressed and prestressed HPC frames under low reversed cyclic loading.” J. Struct. Eng., 1254–1262.
Yi, W. J., He, Q. F., Xiao, Y., and Kunnath, S. K. (2008). “Experimental study on progressive collapse-resistant behavior of reinforced concrete frame structures.” ACI Struct. J., 105(4), 433–439.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 142Issue 3March 2016

History

Received: Nov 14, 2014
Accepted: Sep 18, 2015
Published online: Nov 6, 2015
Published in print: Mar 1, 2016
Discussion open until: Apr 6, 2016

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Authors

Affiliations

Jie Li, Aff.M.ASCE [email protected]
Professor, The State Key Laboratory on Disaster Reduction in Civil Engineering and College of Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, P.R. China (corresponding author). E-mail: [email protected]
De-Cheng Feng [email protected]
Ph.D. Candidate, College of Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, P.R. China. E-mail: [email protected]
Xiangling Gao [email protected]
Associate Professor, College of Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, P.R. China. E-mail: [email protected]
Yeshu Zhang [email protected]
Graduate Student, College of Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, P.R. China. E-mail: [email protected]

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