Probabilistic Model for Long-Term Time-Dependent Compressive Strength of Concrete in Existing Buildings
Publication: Journal of Performance of Constructed Facilities
Volume 32, Issue 5
Abstract
In this paper, in order to develop a novel probabilistic model for the time-dependent compressive strength of concrete for existing reinforced concrete buildings, 1923 data sets were obtained by applying a rebound hammer in 33 buildings. In addition, 172 data sets were obtained using core drilling in 27 (out of 33) buildings with service-ages varying from 1 to 60 years and located in Shanghai, China. By analyzing the experimental data, it is found that the normal distribution appropriately describes the distribution of normalized concrete compressive strength. The conjugate prior distribution was used to update the mean value of the normalized compressive strength of concrete by rebound hammer. Then the time-dependent mean value of the normalized compressive strength by rebound hammer and core drilling was proposed. The results of the numerical models agree well with the measured data. The compressive strength conversion factors of the concrete tested by rebound hammer and core drilling methods are provided as well. The proposed probabilistic model for the time-dependent compressive strength of concrete and the conversion factors can be used to efficiently predict the compressive strength of concrete for existing reinforced concrete buildings.
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Acknowledgments
The authors would like to express their gratitude to the Natural Science Foundation of China for financially supporting this research (Grant Nos. 51538010 and 51678439).
References
Alexander, M. G., J. R. Mackechnieb, and W. Yam. 2007. “Carbonation of concrete bridge structures in three South African localities.” Cem. Concr. Compos. 29 (10): 750–759. https://doi.org/10.1016/j.cemconcomp.2007.06.005.
Altunişik, A. C., B. Sevİm, A. Bayraktar, S. Adanur, and M. Günaydin. 2015. “Time dependent changing of dynamic characteristics of laboratory arch dam model.” KSCE J. Civ. Eng. 19 (4): 1069–1077. https://doi.org/10.1007/s12205-014-1080-3.
Alwash, M., D. Breysse, Z. M. Sbartaï, K. Szilágyi, and A. Borosnyói. 2017. “Factors affecting the reliability of assessing the concrete strength by rebound hammer and cores.” Constr. Build. Mater. 140: 354–363. https://doi.org/10.1016/j.conbuildmat.2017.02.129.
Amini, K., M. Jalalpour, and N. Delatte. 2016. “Advancing concrete strength prediction using nondestructive testing: Development and verification of a generalizable model.” Constr. Build. Mater. 102: 762–768. https://doi.org/10.1016/j.conbuildmat.2015.10.131.
Andrade, C., J. Sarria, and C. Alonso. 1999. “Relative humidity in the interior of concrete exposed to natural and artificial weathering.” Cem. Concr. Res. 29 (8): 1249–1259. https://doi.org/10.1016/S0008-8846(99)00123-4.
Bingöla, Ş., and A. Çavdarb. 2016. “A new nomogram proposal to determine concrete compressive strength by combined nondestructive testing methods.” Res. Nondestruct. Eval. 29 (1): 1–17. https://doi.org/10.1080/09349847.2016.1195466.
Biondini, F., and D. M. Frangopol. 2017. “Time-variant redundancy and failure times of deteriorating concrete structures considering multiple limit states.” Struct. Infrastruct. Eng. 13 (1): 94–106. https://doi.org/10.1080/15732479.2016.1198403.
Biondini, F., A. Palermo, and G. Toniolo. 2011. “Seismic performance of concrete structures exposed to corrosion: Case studies of low-rise precast buildings.” Struct. Infrastruct. Eng. 7 (1–2): 109–119. https://doi.org/10.1080/15732471003588437.
Caspeele, R., and L. Taerwe. 2012. “Bayesian assessment of the characteristic concrete compressive strength using combined vague-informative priors.” Constr. Build. Mater. 28 (1): 342–350. https://doi.org/10.1016/j.conbuildmat.2011.08.065.
Christian, U., and M. Mark. 2014. “Statistical analysis of concrete compressive strengths for California highway bridges.” J. Perform. Constr. Facil. 28 (1): 157–167. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000404.
Enright, M. P., and D. M. Frangopol. 1998. “Probabilistic analysis of resistance degradation of reinforced concrete bridge beams under corrosion.” Eng. Struct. 20 (11): 960–971. https://doi.org/10.1016/S0141-0296(97)00190-9.
Enright, M. P., D. M. Frangopol, and G. Hearn. 1996. “Degradation of reinforced concrete structure under aggressive conditions.” In Proc., Materials Engineering Conf., 978–987. New York: ASCE.
Feng, D., and J. Li. 2016. “Stochastic nonlinear behavior of reinforced concrete frames. II: Numerical simulation.” J. Struct. Eng. 142 (3): 04015163. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001443.
Ghosh, J., and J. E. Padgett. 2010. “Aging considerations in the development of time-dependent seismic fragility curves.” J. Struct. Eng. 136 (12): 1497–1511. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000260.
Giannini, R., L. Sguerri, F. Paolacci, and S. Alessandri. 2014. “Assessment of concrete strength combining direct and NDT measures via Bayesian inference.” Eng. Struct. 64: 68–77. https://doi.org/10.1016/j.engstruct.2014.01.036.
Huang, Q., P. Gardoni, and S. Hurlebaus. 2011. “Predicting concrete compressive strength using ultrasonic pulse velocity and rebound number.” ACI Mater. J. 108 (4): 403–412.
Kheder, G. F. 2011. “A two stage procedure for assessment of in situ concrete strength using combined nondestructive testing.” Mater. Struct. 32 (6): 410–417. https://doi.org/10.1007/BF02482712.
Kliukas, R., O. Lukoševičienė, and A. Juozapaitis. 2015. “A time dependent reliability prediction of deteriorating spun concrete bridge piers.” Eur. J. Environ. Civ. Eng. 19 (10): 1202–1215. https://doi.org/10.1080/19648189.2015.1008650.
Martinelli, E., and E. Erduran. 2013. “Seismic capacity design of RC frames and environment-induced degradation of materials: Any concern?” Eng. Struct. 52: 466–477. https://doi.org/10.1016/j.engstruct.2013.02.029.
MOHURD (Ministry of Housing and Urban-Rural Development of the People’s Republic of China). 1974. Code for design of concrete structures. [In Chinese.] TJ10-74. Beijing: MOHURD.
MOHURD (Ministry of Housing and Urban-Rural Development of the People’s Republic of China). 1989. Code for design of concrete structures. [In Chinese.] GBJ10-89. Beijing: MOHURD.
MOHURD (Ministry of Housing and Urban-Rural Development of the People’s Republic of China). 2001. Technical specification for inspecting of concrete compressive strength by rebound method. [In Chinese.] JGJ/T23-2001. Beijing: MOHURD.
MOHURD (Ministry of Housing and Urban-Rural Development of the People’s Republic of China). 2004. Technical standard for inspection of building structure. [In Chinese.] GB/T50344-2004. Beijing: MOHURD.
MOHURD (Ministry of Housing and Urban-Rural Development of the People’s Republic of China). 2007. Technical specification for testing concrete strength with drilled core. [In Chinese.] CECS03. Beijing: MOHURD.
Monteiro, I., F. A. Branco, J. de Brito, and R. Neves. 2012. “Statistical analysis of the carbonation coefficient in open air concrete structures.” Constr. Build. Mater. 29 (4): 263–269. https://doi.org/10.1016/j.conbuildmat.2011.10.028.
Mori, Y., and B. R. Ellingwood. 1993. “Reliability-based service-life assessment of aging concrete structures.” J. Struct. Eng. 119 (5): 1600–1621. https://doi.org/10.1061/(ASCE)0733-9445(1993)119:5(1600).
Qasrawi, H. Y. 2000. “Concrete strength by combined nondestructive methods simply and reliably predicted.” Cem. Concr. Res. 30 (5): 739–746. https://doi.org/10.1016/S0008-8846(00)00226-X.
Qian, K., and B. Li. 2015a. “Dynamic disproportionate collapse in flat-slab structures.” J. Perform. Constr. Facil. 29 (5): B4014005. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000680.
Qian, K., and B. Li. 2015b. “Research advances in design of structures to resist progressive collapse.” J. Perform. Constr. Facil. 29 (5): B4014007. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000698.
Shi, J., L. L. Cui, H. W. Yang, and L. D. Sun. 2015. “Spatial pattern and temporal change of climate in Shanghai.” [In Chinese.] J. Geo-Inform. Sci. 17 (11): 1348–1354.
Stewart, M. G., X. Wang, and M. N. Nguyen. 2010. “Climate change impact and risks of concrete infrastructure deterioration.” Eng. Struct. 33 (4): 1326–1337. https://doi.org/10.1016/j.engstruct.2011.01.010.
Szilágyi, K., A. Borosnyói, and I. Zsigovics. 2011. “Rebound surface hardness of concrete: Introduction of an empirical constitutive model.” Constr. Build. Mater. 25 (5): 2480–2487. https://doi.org/10.1016/j.conbuildmat.2010.11.070.
Van Der Vurst, F., R. Caspeele, P. Desnerck, G. De Schutter, and J. Peirs. 2015. “Modification of existing shape factor models for self-compacting concrete strength by means of Bayesian updating techniques.” Mater. Struct. 48 (4): 1163–1176. https://doi.org/10.1617/s11527-013-0222-2.
Verma, S. K., S. S. Bhadauria, and S. Akhtar. 2016. “In-situ condition monitoring of reinforced concrete structures.” Front. Struct. Civ. Eng. 10 (4): 420–437. https://doi.org/10.1007/s11709-016-0336-z.
Vu, N. S., B. Yu, and B. Li. 2016. “Prediction of strength and drift capacity of corroded reinforced concrete columns.” Constr. Build. Mater. 115: 304–318. https://doi.org/10.1016/j.conbuildmat.2016.04.048.
Yazdani, N., B. McKinnie, and S. Haroon. 2005. “Aggregate-based modulus of elasticity for Florida concrete.” Transp. Res. Rec. 1914: 15–23. https://doi.org/10.3141/1914-03.
Yikici, T. A., and H. L. Chen. 2015. “Use of maturity method to estimate compressive strength of mass concrete.” Constr. Build. Mater. 95: 802–812. https://doi.org/10.1016/j.conbuildmat.2015.07.026.
Yuan, Y. S., and J. H. Jiang. 2011. “Prediction of temperature response in concrete in a natural climate environment.” Constr. Build. Mater. 25 (8): 3159–3167. https://doi.org/10.1016/j.conbuildmat.2010.10.008.
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©2018 American Society of Civil Engineers.
History
Received: Jan 1, 2018
Accepted: Apr 24, 2018
Published online: Aug 1, 2018
Published in print: Oct 1, 2018
Discussion open until: Jan 1, 2019
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