プレプリント / バージョン1

Meso-scale Modeling of Anomalous Moisture Transport in Concrete Considering Microstructural Change of Cement-based Material

##article.authors##

  • Srimook, Puttipong University of Tokyo, Graduate School of Engineering, Department of Architecture
  • Ogawa, Keigo University of Tokyo, Graduate School of Engineering, Department of Architecture
  • Maruyama, Ippei University of Tokyo, Graduate School of Engineering, Department of Architecture https://orcid.org/0000-0001-7521-3586 https://researchmap.jp/IppeiMaruyama

DOI:

https://doi.org/10.51094/jxiv.594

キーワード:

Anomalous moisture transport、 Microstructural change、 Concrete、 C-S-H、 Cracks

抄録

Moisture transport is the key phenomenon indicating the deterioration of the durability and structural performance of concrete structures. Although various studies have attempted to evaluate moisture transport in concrete, an anomalous behavior, which does not follow the root-t law compared to other porous material, was not explicitly taken into account. To quantitatively evaluate anomalous moisture transport, this study developed a couple of numerical methods between the truss-network model (TNM) and the rigid-body-spring model (RBSM) for this purpose. The colloidal behavior of calcium-silicate-hydrate (C-S-H), which is the major phase of cement-based material, was introduced to consider the anomalous behavior and mechanical response regarding the microstructural change of cement paste as well as cracks that significantly accelerate the moisture transport in concrete. The numerical results indicated that both microstructural change of cement paste and rapid absorption through cracks cause anomalous behavior. In addition, the numerical results suggest that volumetric change of cement paste should rely on water content related to the colloidal behavior of C-S-H in order to reproduce the realistic expansion and the closure of cracks during a rewetting process that affects structural performance and durability of concrete.

利益相反に関する開示

There is not conflict of interest for this manuscript

ダウンロード *前日までの集計結果を表示します

ダウンロード実績データは、公開の翌日以降に作成されます。

引用文献

Aldea, C.-M., Shah, S. P., & Karr, A. (1999). Effect of Cracking on Water and Chloride Permeability of Concrete. Journal of Materials in Civil Engineering, 11(3). https://doi.org/10.1061/(asce)0899-1561(1999)11:3(181)

Alderete, N. M., Villagrán Zaccardi, Y. A., & De Belie, N. (2019). Physical evidence of swelling as the cause of anomalous capillary water uptake by cementitious materials. Cement and Concrete Research, 120. https://doi.org/10.1016/j.cemconres.2019.04.001

Asselin, A., Charron, J. P., Desmettre, C., Benboudjema, F., & Oliver-Leblond, C. (2023). Numerical simulations for the determination of chloride diffusivity in reinforced concrete under tensile load. In RILEM Bookseries (Vol. 43). https://doi.org/10.1007/978-3-031-33211-1_42

Bolander, J. E., & Berton, S. (2004). Simulation of shrinkage induced cracking in cement composite overlays. Cement and Concrete Composites, 26(7), 861–871. https://doi.org/10.1016/j.cemconcomp.2003.04.001

Bolander, J. E., & Saito, S. (1998). Fracture analyses using spring networks with random geometry. Engineering Fracture Mechanics, 61(5–6), 569–591. https://doi.org/10.1016/S0013-7944(98)00069-1

De. Schutter, G. (1999). Quantification of the influence of cracks in concrete structures on carbonation and chloride penetration. Magazine of Concrete Research, 51(6), 427–435. https://doi.org/10.1680/macr.1999.51.6.427

Diamond, S., & Huang, J. (2001). The ITZ in concrete - A different view based on image analysis and SEM observations. Cement and Concrete Composites, 23(2–3). https://doi.org/10.1016/S0958-9465(00)00065-2

Fischer, N., Haerdtl, R., & McDonald, P. J. (2015). Observation of the redistribution of nanoscale water filled porosity in cement based materials during wetting. Cement and Concrete Research, 68. https://doi.org/10.1016/j.cemconres.2014.10.013

Gajewicz, A. M., Gartner, E., Kang, K., McDonald, P. J., & Yermakou, V. (2016). A 1H NMR relaxometry investigation of gel-pore drying shrinkage in cement pastes. Cement and Concrete Research, 86. https://doi.org/10.1016/j.cemconres.2016.04.013

Gardner, D., Jefferson, A., & Hoffman, A. (2012). Investigation of capillary flow in discrete cracks in cementitious materials. Cement and Concrete Research, 42(7). https://doi.org/10.1016/j.cemconres.2012.03.017

Hall, C. (2007). Anomalous diffusion in unsaturated flow: Fact or fiction? In Cement and Concrete Research (Vol. 37, Issue 3). https://doi.org/10.1016/j.cemconres.2006.10.004

Hall, C., Hoff, W. D., Taylor, S. C., Wilson, M. A., Yoon, B. G., Reinhardt, H. W., Sosoro, M., Meredith, P., & Donald, A. M. (1995). Water anomaly in capillary liquid absorption by cement-based materials. Journal of Materials Science Letters, 14(17), 1178–1181. https://doi.org/10.1007/BF00291799

Hamraoui, A., & Nylander, T. (2002). Analytical approach for the Lucas-Washburn equation. Journal of Colloid and Interface Science, 250(2). https://doi.org/10.1006/jcis.2002.8288

Janota, M., Istok, O., Faux, D. A., & McDonald, P. J. (2022). Factors influencing the time dependence of porosity relaxation in cement during sorption: Experimental results from spatially resolved NMR. Cement, 8. https://doi.org/10.1016/j.cement.2022.100028

Jebli, M., Jamin, F., Malachanne, E., Garcia-Diaz, E., & El Youssoufi, M. S. (2018). Experimental characterization of mechanical properties of the cement-aggregate interface in concrete. Construction and Building Materials, 161. https://doi.org/10.1016/j.conbuildmat.2017.11.100

Jennings, H. M. (2000). Model for the microstructure of calcium silicate hydrate in cement paste. Cement and Concrete Research, 30(1). https://doi.org/10.1016/S0008-8846(99)00209-4

Jennings, H. M. (2008). Refinements to colloid model of C-S-H in cement: CM-II. Cement and Concrete Research, 38(3). https://doi.org/10.1016/j.cemconres.2007.10.006

Jennings, H. M., Bullard, J. W., Thomas, J. J., Andrade, J. E., Chen, J. J., & Scherer, G. W. (2008). Characterization and modeling of pores and surfaces in cement paste: Correlations to processing and properties. Journal of Advanced Concrete Technology, 6(1). https://doi.org/10.3151/jact.6.5

Kawai, T. (1978). New discrete models and their application to seismic response analysis of structures. Nuclear Engineering and Design, 48(1), 207–229. https://doi.org/10.1016/0029-5493(78)90217-0

Kiran, R., Samouh, H., Igarashi, G., Haji, T., Ohkubo, T., Tomita, S., & Maruyama, I. (2020). Temperature-dependent water redistribution from large pores to fine pores after water uptake in hardened cement paste. Journal of Advanced Concrete Technology, 18(10), 588–599. https://doi.org/10.3151/jact.18.588

Kiran, R., Samouh, H., Matsuda, A., Igarashi, G., Tomita, S., Yamada, K., & Maruyama, I. (2021). Water uptake in OPC and FAC mortars under different temperature conditions. Journal of Advanced Concrete Technology, 19(3), 168–180. https://doi.org/10.3151/jact.19.168

Lockington, D. A., & Parlange, J. Y. (2003). Anomalous water absorption in porous materials. Journal of Physics D: Applied Physics, 36(6). https://doi.org/10.1088/0022-3727/36/6/320

Logan, D. L. (2007). A First Course in the Finite Element Method: Heat Transfer and Mass Transport (4th ed.). THOMSON.

Martys, N. S., & Ferraris, C. F. (1997). Capillary transport in mortars and concrete. Cement and Concrete Research, 27(5), 747–760. https://doi.org/10.1016/S0008-8846(97)00052-5

Maruyama, I. (2016). Multi-scale review for possible mechanisms of natural frequency change of reinforced concrete structures under an ordinary drying condition. Journal of Advanced Concrete Technology, 14(11), 691–705. https://doi.org/10.3151/jact.14.691

Maruyama, I. (2022). Impact of drying on concrete and concrete structures. RILEM Technical Letters, 7. https://doi.org/10.21809/rilemtechlett.2022.154

Maruyama, I., Igarashi, G., & Kishi, N. (2011). Fundamental study on water transfer in portland cement paste. Journal of Structural and Construction Engineering, 76(668). https://doi.org/10.3130/aijs.76.1737

Maruyama, I., Kameta, S., Suzuki, M., & Sato, R. (2006). Cracking of high strength concrete around deformed reinforcing bar due to shrinkage. Proceedings of International RILEM-JCI Seminar on Concrete Durability and Service Life Planning, ConcreteLife’06 104-111, 2006, 104–111.

Maruyama, I., Nishioka, Y., Igarashi, G., & Matsui, K. (2014). Microstructural and bulk property changes in hardened cement paste during the first drying process. Cement and Concrete Research, 58. https://doi.org/10.1016/j.cemconres.2014.01.007

Maruyama, I., Ohkubo, T., Haji, T., & Kurihara, R. (2019). Dynamic microstructural evolution of hardened cement paste during first drying monitored by 1H NMR relaxometry. Cement and Concrete Research, 122. https://doi.org/10.1016/j.cemconres.2019.04.017

Maruyama, I., & Sasano, H. (2014). Strain and crack distribution in concrete during drying. Materials and Structures/Materiaux et Constructions, 47(3). https://doi.org/10.1617/s11527-013-0076-7

Maruyama, I., Sasano, H., Nishioka, Y., & Igarashi, G. (2014). Strength and Young’s modulus change in concrete due to long-term drying and heating up to 90 °c. Cement and Concrete Research, 66. https://doi.org/10.1016/j.cemconres.2014.07.016

McDonald, P. J., Istok, O., Janota, M., Gajewicz-Jaromin, A. M., & Faux, D. A. (2020). Sorption, anomalous water transport and dynamic porosity in cement paste: A spatially localised 1H NMR relaxation study and a proposed mechanism. Cement and Concrete Research, 133, 106045. https://doi.org/10.1016/j.cemconres.2020.106045

Monteiro, P. J. M., & Andrade, W. P. (1987). Analysis of the rock-cement paste bond using probabilistic treatment of brittle strength. Cement and Concrete Research, 17(6). https://doi.org/10.1016/0008-8846(87)90080-9

Nakamura, H., Srisoros, W., Yashiro, R., & Kunieda, M. (2006). Time-dependent structural analysis considering mass transfer to evaluate deterioration process of RC structures. Journal of Advanced Concrete Technology, 4(1), 147–158. https://doi.org/10.3151/jact.4.147

Nakarai, K., Morito, S., Ehara, M., & Matsushita, S. (2016). Shear strength of reinforced concrete beams: Concrete volumetric change effects. Journal of Advanced Concrete Technology, 14(5). https://doi.org/10.3151/jact.14.229

Ogawa, K., Igarashi, G., & Maruyama, I. (2023). Evaluation of drying shrinkage cracking behavior of concrete surface using digital image correlation method. Annual Proceeding of Architecture Institute of Japan 2023, 1143 (In Japanese).

Paul, A., Laurila, T., Vuorinen, V., & Divinski, S. (2014). Fick’s Laws of Diffusion. In Thermodynamics, Diffusion and the Kirkendall Effect in Solids (pp. 115–139). Springer International Publishing. https://doi.org/10.1007/978-3-319-07461-0_3

Pihlajavaara, S. E. (1974). A review of some of the main results of a research on the ageing phenomena of concrete: Effect of moisture conditions on strength, shrinkage and creep of mature concrete. Cement and Concrete Research, 4(5). https://doi.org/10.1016/0008-8846(74)90048-9

Rao, G. A., & Prasad, B. K. R. (2011). Influence of interface properties on fracture behaviour of concrete. Sadhana - Academy Proceedings in Engineering Sciences, 36(2). https://doi.org/10.1007/s12046-011-0012-x

Rodriguez, O. G., & Hooton, R. D. (2003). Influence of cracks on chloride ingress into concrete. ACI Materials Journal, 100(2), 120–126. https://doi.org/10.14359/12551

Rucker-Gramm, P., & Beddoe, R. E. (2010). Effect of moisture content of concrete on water uptake. Cement and Concrete Research, 40(1). https://doi.org/10.1016/j.cemconres.2009.09.001

Saeidpour, M., & Wadsö, L. (2015). Evidence for anomalous water vapor sorption kinetics in cement based materials. Cement and Concrete Research, 70. https://doi.org/10.1016/j.cemconres.2014.10.014

Saito, S., & Hikosaka, H. (1999). Numerical analysis of reinforced concrete structures using spring network model. Journal of Materials, Concrete Structures and Pavements, JSCE, 44(627), 289–303. https://doi.org/10.2208/jscej.1999.627_289.

Sasano, H., & Maruyama, I. (2019). Numerical study on the shear failure behavior of RC beams subjected to drying. Nuclear Engineering and Design, 351, 203–211. https://doi.org/10.1016/j.nucengdes.2019.06.003

Sasano, H., & Maruyama, I. (2021). Mechanism of drying-induced change in the physical properties of concrete: A mesoscale simulation study. Cement and Concrete Research, 143. https://doi.org/10.1016/j.cemconres.2021.106401

Sasano, H., Maruyama, I., Nakamura, A., Yamamoto, Y., & Teshigawara, M. (2018). Impact of drying on structural performance of reinforced concrete shear walls. Journal of Advanced Concrete Technology, 16(5), 210–232. https://doi.org/10.3151/jact.16.210

Sasano, H., Maruyama, I., Sawada, S., Ohkubo, T., Murakami, K., & Suzuki, K. (2020). Meso-Scale modelling of the mechanical properties of concrete affected by radiation-induced aggregate expansion. Journal of Advanced Concrete Technology, 18(10). https://doi.org/10.3151/JACT.18.648

Sato, R., & Kawakane, H. (2008). A new concept for the early age shrinkage effect on diagonal cracking strength of reinforced HSC beams. Journal of Advanced Concrete Technology, 6(1). https://doi.org/10.3151/jact.6.45

Satya, P., Asai, T., Teshigawara, M., Hibino, Y., & Maruyama, I. (2021). Impact of drying on structural performance of reinforced concrete beam with slab. Materials, 14(8). https://doi.org/10.3390/ma14081887

Scrivener, K. L., Crumbie, A. K., & Laugesen, P. (2004). The interfacial transition zone (ITZ) between cement paste and aggregate in concrete. Interface Science, 12(4). https://doi.org/10.1023/B:INTS.0000042339.92990.4c

Sereda, P. J., Feldman, R. F., & Swenson, E. G. (1966). Effect of sorbed water on some mechanical properties of hydrated Portland cement pastes and compacts. Highway Research Board, 90.

Setzer, M. J. (2009). The solid-liquid gel-system of hardened cement paste. Creep, Shrinkage and Durability Mechanics of Concrete and Concrete Structures - Proceedings of the 8th Int. Conference on Creep, Shrinkage and Durability Mechanics of Concrete and Concrete Structures, 1. https://doi.org/10.1201/9780203882955.ch28

Singla, A., Šavija, B., Sluys, L. J., & Romero Rodríguez, C. (2022). Modelling of capillary water absorption in sound and cracked concrete using a dual-lattice approach: Computational aspects. Construction and Building Materials, 320. https://doi.org/10.1016/j.conbuildmat.2021.125826

Srimook, P., & Maruyama, I. (2023a). Modelling of Moisture Transport in Cracked Concrete by Using RBSM and TNM. In RILEM Bookseries (Vol. 43). https://doi.org/10.1007/978-3-031-33211-1_99

Srimook, P., & Maruyama, I. (2023b). Simulation of anomalous liquid water uptake in OPC mortar with dynamic microstructural change model. Cement Science and Concrete Technology, 76(1). https://doi.org/10.14250/cement.76.349

Srimook, P., Yamada, K., Tomita, S., Igarashi, G., Aihara, H., Tojo, Y., & Maruyama, I. (2023). Evaluation of seismic performance of aged massive RC wall structure restrained by adjacent members using RBSM. Nuclear Engineering and Design, 414, 112602. https://doi.org/https://doi.org/10.1016/j.nucengdes.2023.112602

Tanimura, M., Sato, R., & Hiramatsu, Y. (2007). Serviceability performance evaluation of RC flexural members improved by using low-shrinkage high-strength concrete. Journal of Advanced Concrete Technology, 5(2). https://doi.org/10.3151/jact.5.149

Taylor, S. C., Hoff, W. D., Wilson, M. A., & Green, K. M. (1999). Anomalous water transport properties of Portland and blended cement-based materials. Journal of Materials Science Letters, 18(23), 1925–1927. https://doi.org/10.1023/A:1006677014070

Thomas, J. J., & Jennings, H. M. (2006). A colloidal interpretation of chemical aging of the C-S-H gel and its effects on the properties of cement paste. Cement and Concrete Research, 36(1). https://doi.org/10.1016/j.cemconres.2004.10.022

Van Belleghem, B., Montoya, R., Dewanckele, J., Van Den Steen, N., De Graeve, I., Deconinck, J., Cnudde, V., Van Tittelboom, K., & De Belie, N. (2016). Capillary water absorption in cracked and uncracked mortar - A comparison between experimental study and finite element analysis. Construction and Building Materials, 110. https://doi.org/10.1016/j.conbuildmat.2016.02.027

Villagrán Zaccardi, Y. A., Alderete, N. M., & De Belie, N. (2017). Improved model for capillary absorption in cementitious materials: Progress over the fourth root of time. Cement and Concrete Research, 100. https://doi.org/10.1016/j.cemconres.2017.07.003

Wang, K., Jansen, D. C., Shah, S. P., & Karr, A. F. (1997). Permeability study of cracked concrete. Cement and Concrete Research, 27(3). https://doi.org/10.1016/S0008-8846(97)00031-8

Wang, L., Bao, J., & Ueda, T. (2016). Prediction of mass transport in cracked-unsaturated concrete by mesoscale lattice model. Ocean Engineering, 127. https://doi.org/10.1016/j.oceaneng.2016.09.044

Washburn, E. W. (1921). The dynamics of capillary flow. Physical Review, 17(3), 273–283.

Witherspoon, P. A., Wang, J. S. Y., Iwai, K., & Gale, J. E. (1980). Validity of Cubic Law for fluid flow in a deformable rock fracture. Water Resources Research, 16(6). https://doi.org/10.1029/WR016i006p01016

Wittmann, F. (1968). Surface tension shrinkage and strength of hardened cement paste. Matériaux et Construction, 1(6). https://doi.org/10.1007/BF02473643

Wu, Z., Wong, H. S., Chen, C., & Buenfeld, N. R. (2019). Anomalous water absorption in cement-based materials caused by drying shrinkage induced microcracks. Cement and Concrete Research, 115. https://doi.org/10.1016/j.cemconres.2018.10.006

Xie, Y., Corr, D. J., Jin, F., Zhou, H., & Shah, S. P. (2015). Experimental study of the interfacial transition zone (ITZ) of model rock-filled concrete (RFC). Cement and Concrete Composites, 55. https://doi.org/10.1016/j.cemconcomp.2014.09.002

Yamada, K., Takeuchi, Y., Igarashi, G., & Osako, M. (2019). Field survey of radioactive cesium contamination in concrete after the fukushima-daiichi nuclear power station accident. Journal of Advanced Concrete Technology, 17(12). https://doi.org/10.3151/jact.17.659

Yamamoto, Y., Nakamura, H., Kuroda, I., & Furuya, N. (2008). Analysis of compression failure of concrete by three dimensional rigid body spring model. Doboku Gakkai Ronbunshuu E, 64(4), 612-630. (In Japanese). https://doi.org/10.2208/jsceje.64.612

Yamamoto, Y., Nakamura, H., Kuroda, I., & Furuya, N. (2014). Crack propagation analysis of reinforced concrete wall under cyclic loading using RBSM. European Journal of Environmental and Civil Engineering, 18(7), 780–792. https://doi.org/10.1080/19648189.2014.881755

Yang, Z., Weiss, W. J., & Olek, J. (2006). Water Transport in Concrete Damaged by Tensile Loading and Freeze–Thaw Cycling. Journal of Materials in Civil Engineering, 18(3). https://doi.org/10.1061/(asce)0899-1561(2006)18:3(424)

Yurtdas, I., Burlion, N., & Shao, J. F. (2015). Evolution of mechanical behaviour of mortar with re-saturation after drying. Materials and Structures/Materiaux et Constructions, 48(10). https://doi.org/10.1617/s11527-014-0403-7

Yurtdas, I., Burlion, N., & Skoczylas, F. (2004a). Experimental characterisation of the drying effect on uniaxial mechanical behaviour of mortar. Materials and Structures/Materiaux et Constructions, 37(267). https://doi.org/10.1617/13915

Yurtdas, I., Burlion, N., & Skoczylas, F. (2004b). Triaxial mechanical behaviour of mortar: Effects of drying. Cement and Concrete Research, 34(7). https://doi.org/10.1016/j.cemconres.2003.12.004

Yurtdas, I., Peng, H., Burlion, N., & Skoczylas, F. (2006). Influences of water by cement ratio on mechanical properties of mortars submitted to drying. Cement and Concrete Research, 36(7). https://doi.org/10.1016/j.cemconres.2005.12.015

Zhang, P., Wang, P., Hou, D., Liu, Z., Haist, M., & Zhao, T. (2017). Application of neutron radiography in observing and quantifying the time-dependent moisture distributions in multi-cracked cement-based composites. Cement and Concrete Composites, 78. https://doi.org/10.1016/j.cemconcomp.2016.12.006

Zhang, P., Wittmann, F. H., Zhao, T., & Lehmann, E. (2010). Neutron imaging of water penetration into cracked steel reinforced concrete. Physica B: Condensed Matter, 405(7). https://doi.org/10.1016/j.physb.2010.01.065

Zhang, Z., & Angst, U. (2020). A Dual-Permeability Approach to Study Anomalous Moisture Transport Properties of Cement-Based Materials. Transport in Porous Media, 135(1). https://doi.org/10.1007/s11242-020-01469-y

Zhou, C., Ren, F., Wang, Z., Chen, W., & Wang, W. (2017). Why permeability to water is anomalously lower than that to many other fluids for cement-based material? Cement and Concrete Research, 100. https://doi.org/10.1016/j.cemconres.2017.08.002

Zimbelmann, R. (1985). A contribution to the problem of cement-aggregate bond. Cement and Concrete Research, 15(5). https://doi.org/10.1016/0008-8846(85)90146-2

ダウンロード

公開済


投稿日時: 2024-01-08 07:41:30 UTC

公開日時: 2024-01-10 09:39:33 UTC
研究分野
建築学・土木工学