Hiroshi Suzuki 1 and Sungchul Bae 2 and Manabu Kanematsu 3
Academic Editor:Jozef Bednarcik
1, Materials Sciences Research Center, Japan Atomic Energy Agency, 2-4 Shirakata, Tokai, Naka, Ibaraki 319-1195, Japan
2, Division of Architectural Engineering, Hanyang University, Seoul 04763, Republic of Korea
3, Department of Architecture and Building Engineering, Faculty of Science and Technology, Tokyo University of Science, 2641 Yamazaki, Noda, Chiba 278-8510, Japan
Received 15 November 2015; Accepted 3 March 2016
This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
1. Introduction
Portland cement (PC) paste is composed of various hydration products, such as calcium hydroxide (CH), ettringite, monosulphate, and calcium silicate hydrate (C-S-H), as well as several anhydrous PC clinker phases [1]. C-S-H, a primary binding phase in PC paste, has predominant influences on its mechanical and chemical properties. It is, therefore, crucial to understand the role of the C-S-H phase in the deformation behavior of PC paste.
In previous studies, various discussions on the mesoscale structure of C-S-H have been made regarding the basis of physical properties such as specific surface area, pore size, and density measured by a number of observation techniques [2-4]. Jennings, accordingly, suggested that the basic model for the nanostructure of C-S-H to represent these physical parameters, which is a particle-packing model with nanoscale globules, is known as the colloid model [5, 6]. This is a useful model for understanding the physical and mechanical properties of C-S-H as in the case of Constantinides and Ulm [7] discovering the unique nanogranular behavior of C-S-H, driven by particle-to-particle contact forces, from the results of the mapping of the indentation modulus.
Although there are various deformation studies on PC paste on the basis of CH phase behavior measured using neutron and X-ray diffraction techniques [8-10], there is a lack of studies on the deformation of C-S-H itself due to its unique nanostructure. Meanwhile, the atomic pair distribution function (PDF) technique is well known as a method to evaluate nanoscale structures of materials with no or less crystal periodicity. For instance, using the PDF technique, Skinner et al. suggested that the size of the C-S-H nanoparticle is estimated to be approximately 3.5 nm in diameter [11]. Furthermore, this technique has been successfully applied to quantitative evaluation of the deformation behavior of amorphous metallic glasses by directly measuring displacement between neighbor atoms [12]. In this study, the deformation behavior of the C-S-H phase in PC paste is discussed by applying the PDF technique to access a quantitative evaluation of the local strains occurring in the C-S-H nanostructure.
2. Material and Methods
PC for research containing fewer impurities was mixed with a water-to-cement ratio of 0.5. The paste was cured for a total of 73 days, that is, demolded after 24 hours, cured in water for 28 days, and stored for 45 days under ambient conditions at 20°C and 60% RH. The rectangular specimen, with a dimension of 5 × 5 × 10 mm3 , was obtained from the PC paste with dimensions of 50 × 50 × 92 mm3 .
The X-ray diffraction experiments were carried out using high-energy X-rays of 69.8 keV at BL22XU in SPring-8, Japan [13]. The specimen mounted on the load frame was set on the diffractometer and was irradiated by an incident beam with a size of 0.3 × 0.3 mm2 . The diffraction from the specimen was measured by an imaging plate (IP) with exposure time of 20 seconds. The pixel size of the IP was approximately 0.1 mm. The distances from the IP to the specimen were set to be 300 mm and 700 mm. Each distance was determined to obtain a longer [figure omitted; refer to PDF] -range for the PDF and higher angular resolution for the strain analysis by Bragg peak shift, respectively. A diffraction pattern in the loading direction was obtained by circumferentially integrating the range of ±30° of the diffraction ring. The compressive loadings were applied to the specimen with the constant displacement mode until approximately 40 MPa. Since the applied stress was gradually released due to creep while stopping the displacement, the average stress during measurement was defined to be applied stress. The scattering vector was parallel to the axis of the applied compressive load.
3. Results
Figure 1(a) presents a diffraction pattern measured by the IP placed at 300 mm. A number of diffraction peaks can be observed, which are derived from hydration products and anhydrous clinker phases. Although most diffraction peaks are difficult to identify because of their complex crystal structures, CH peaks can be extracted from the diffraction pattern since it is a simple trigonal structure. In contrast, the C-S-H nanostructure might appear as a halo pattern overlapped with the diffraction pattern. Figure 1(b) shows the PDF produced by the PDFgetX3 program [14] with a [figure omitted; refer to PDF] -range of Fourier transformation from 14 to 140 nm-1 . The radius, [figure omitted; refer to PDF] , in the horizontal axis in Figure 1(b) is the distance from an average atom located at the origin. This is mixed nanostructural information of all composed phases, including C-S-H, weighted by the volume fraction, and shows similar trends regarding the PDF of the hydrated tricalcium silicate paste shown in the previous study [11].
Figure 1: (a) X-ray diffraction pattern of PC paste measured at the detector position of 300 mm and (b) the PDF data derived from the diffraction pattern shown in (a).
(a) [figure omitted; refer to PDF]
(b) [figure omitted; refer to PDF]
Figure 2 shows a change in strains as a function of the applied stress, derived from the Bragg peak shift. The elastic strain, [figure omitted; refer to PDF] , is obtained by a change in the lattice spacing, [figure omitted; refer to PDF] , for [figure omitted; refer to PDF] reflection in the sample from reference lattice spacing, [figure omitted; refer to PDF] , in an initial step of loading; [figure omitted; refer to PDF] . The deformation of the CH phase (hereafter "CH-strain") was calculated by averaging strains of 36 reflections related to the CH phase using the following equation: [figure omitted; refer to PDF] where [figure omitted; refer to PDF] indicates the number of reflections used for the strain calculation. In contrast, the average deformation of other composed crystalline phases, that is, hydration products except C-S-H and CH phases, was calculated by averaging the strains of the remaining 22 reflections. The CH phase shows a linear deformation, but we can see a slight change in gradient at 14 MPa of compressive loading by carefully looking. Assuming it is linear, Young's modulus of the CH phase is calculated to be approximately 32 GPa, which is smaller than that of other composed phases, approximately 52 GPa.
Figure 2: Strain change of the CH phase and the average strain of the other composed phases as a function of the applied compressive stress. The strains are derived from the Bragg peak shift. The average error bars are [figure omitted; refer to PDF] and [figure omitted; refer to PDF] , respectively. The lineally approximated lines are presented in solid lines.
[figure omitted; refer to PDF]
The PDF shown in Figure 1(b) represents a mixed atomic distribution derived from all composed phases including C-S-H, weighted by the volume fraction of each phase. It is, therefore, challenging to extract only C-S-H structural information from the measured PDF. In this study, we attempted to characterize the deformation behavior of C-S-H by using the feature that the intensity damping of the PDF is correlated to the damping of the structural coherence in the crystalline grain, meaning the grain size [15]. The PDF in the short range could be dominated by C-S-H since its volume fraction is typically known to be approximately 50% or more [16]. In contrast, the structural information of C-S-H in the PDF decreases with an increase of [figure omitted; refer to PDF] since the discrete PDF derived from C-S-H with the size of a few nanometers might be damping immediately.
In the PDF technique, the atomic strain, [figure omitted; refer to PDF] , is obtained by a change of the peak position, [figure omitted; refer to PDF] , from a reference radius, [figure omitted; refer to PDF] , in an initial step of loading; [figure omitted; refer to PDF] . Figure 3 shows the atomic strain behaviors that averaged at intervals of 0.5 nm or 1.0 nm in [figure omitted; refer to PDF] , calculated by the following equation: [figure omitted; refer to PDF] where [figure omitted; refer to PDF] indicates the number of peaks used for the strain calculation. The change in the atomic strain in the short range below 1.0 nm shows the S-curve and shifts the trend to be linear gradually with an increase in [figure omitted; refer to PDF] . With exceeding 2.0 nm in [figure omitted; refer to PDF] , the atomic strains change linearly along the CH-strain measured by the Bragg peak shift but do not always agree with the CH-strain beyond 3.0 nm in [figure omitted; refer to PDF] . According to the result shown in Figure 3, 2.0 nm in the PDF seems to be a critical size in the transition of deformation. Considering the typical globule size of C-S-H, ~5.0 nm, suggested by various techniques in previous studies [4-6, 11, 17], the deformation behavior below 2.0 nm in [figure omitted; refer to PDF] might be predominantly characterized by the C-S-H nanostructure. Figure 4 shows a change in atomic strains averaged in the ranges from 0 nm to 2.0 nm and from 2.0 nm to 6.0 nm, compared with the CH-strain. In the local structural deformation below 2.0 nm in [figure omitted; refer to PDF] , the plateau region can be observed from 14 to 24 MPa of applied stress in compression. On the other hand, the deformation in the longer range between 2.0 nm and 6.0 nm shows a slightly similar trend to the local structural deformation, but it rather corresponds to the CH-strain. This means that the deformation above 2.0 nm in [figure omitted; refer to PDF] predominantly represents the deformation of the CH phase.
Figure 3: The atomic strains that averaged at intervals of 0.5 nm or 1.0 nm in [figure omitted; refer to PDF] , compared with the strain of the CH phase derived from the Bragg peak shift. The average error bars are [figure omitted; refer to PDF] ( [figure omitted; refer to PDF] = 0-1 nm), [figure omitted; refer to PDF] ( [figure omitted; refer to PDF] = 1-1.5 nm), [figure omitted; refer to PDF] ( [figure omitted; refer to PDF] = 1.5-2 nm), [figure omitted; refer to PDF] ( [figure omitted; refer to PDF] = 2-2.5 nm), [figure omitted; refer to PDF] ( [figure omitted; refer to PDF] = 2.5-3 nm), [figure omitted; refer to PDF] ( [figure omitted; refer to PDF] = 3-4 nm), [figure omitted; refer to PDF] ( [figure omitted; refer to PDF] = 4-5 nm), and [figure omitted; refer to PDF] ( [figure omitted; refer to PDF] = 5-6 nm).
(a) [figure omitted; refer to PDF]
(b) [figure omitted; refer to PDF]
Figure 4: Change in the atomic strains that averaged in the ranges from 0 nm to 2.0 nm in [figure omitted; refer to PDF] and from 2.0 nm to 6.0 nm in [figure omitted; refer to PDF] , compared with a change in the strain of the CH phase derived from the Bragg peak shift. The average error bars are [figure omitted; refer to PDF] and [figure omitted; refer to PDF] , respectively.
[figure omitted; refer to PDF]
4. Discussion
As shown in Figure 4, the deformation behavior of the short-range structure in the range from 0 nm to 2 nm would consist of three stages with different trends as follows. The linear deformation behavior with 10 GPa of Young's modulus is observed first in Stage-I, and then the deformation becomes smaller in Stage-II. After that, the compressive strain linearly increases again with 37 GPa of Young's modulus in Stage-III. Here, it is appropriate to apply the colloid model [5, 6] to explain the unique deformation behavior of the short-range structure within 2.0 nm in [figure omitted; refer to PDF] on the basis of the nanogranular nature.
Figure 5 shows the schematic idea regarding the deformation mechanism of C-S-H under compression. Assuming that C-S-H acts as a granular material, the force transmission between globules follows the principle of the force chain network [18]. Considering an initial structure of C-S-H in Stage-I, low-density C-S-H with large gel pores decreases Young's modulus since the small contact area, that is, the small load-bearing area, between globules enhances deformation in C-S-H. Furthermore, there would be no slip between globules in Stage-I. In Stage-II, on the other hand, the interface filled by cohesive water between globules might start to slip since shear stress exceeds the critical strength of the interface, resulting in an increase in the packing density in C-S-H and then starting inhomogeneous deformation. While increasing the packing density in Stage-II, Young's modulus in C-S-H is physically increasing with an increase in the load-bearing area between globules, and the strain in C-S-H decreases by following Hooke's law even if there is no change in the applied loading. This implies that the strain in C-S-H can be relaxed by physical increasing in Young's modulus of C-S-H during deformation. In the first half of Stage-II, a partial slip occurs between globules in the C-S-H structure, and Young's modulus slightly increases with an increase of the solid-phase density. Following an increase in the applied stress, a slip occurs all over the C-S-H structure, resulting in a large increase in Young's modulus and apparently showing small increase in strain, a plateau, in the second half of Stage-II. After full packing of globules in C-S-H, the C-S-H phase deforms homogeneously in Stage-III with 37 GPa of Young's modulus. The difference in Young's modulus between Stage-I and Stage-II indicates changes in the nanostructure, with an increase in density and a decrease in gel pores in C-S-H by compressive deformation. In accordance with the reference [7], the self-consistent model indicates that the indentation modulus of C-S-H can also increase more than threefold by an increase in the packing density of about 20%. Therefore, it is no wonder that this large difference in Young's modulus appears between Stage-I and Stage-III.
Figure 5: Schematic illustration of the deformation mechanism of C-S-H under uniaxial compression. Arrows in the globules in Stage-II indicate an image of its movement.
[figure omitted; refer to PDF]
5. Conclusions
In this study, the deformation behavior of the C-S-H nanostructure was quantitatively characterized by the PDF technique, taking the feature of intensity damping in the PDF, which is correlated to the damping of the structural coherence in the crystalline grain size. The compressive deformation of the C-S-H nanostructure would consist of three stages with different interactions between globules. It would originate from the granular nature of C-S-H which deforms with increasing the packing density by slipping the interlayer between globules, rearranging the overall C-S-H nanostructure. However, it is necessary to isolate specific atom-atom correlations due to the C-S-H nanostructure throughout PDF data, since the PDF data presented in this study contain the contribution of other hydrated and anhydrous crystalline phases. Careful modeling of PDF using a pure PC clinker phase paste could enable us to remove the effect of other phases on PDF data. This more detailed understanding enables the C-S-H deformation model in PC paste, as well as PC-based systems containing supplementary cementitious materials.
Acknowledgments
The synchrotron radiation experiment was performed at the SPring-8 with the approval of the Japan Synchrotron Radiation Research Institute (JASRI) as Proposal nos. 2013B3724, 2014A3724, and 2014B3724. This work was supported by the research fund of Hanyang University (HY-2016). The authors wish to acknowledge the experimental assistance of Drs. T. Watanuki, A. Machida, T. Shobu, and A. Shiro at the Japan Atomic Energy Agency (JAEA); Professor M. Imafuku, Mrs. K. Shimizu, and S. Tsubaki at Tokyo City University; and Mr. S. Shiroishi at Tokyo University of Science. The authors would also like to acknowledge Dr. K. D. Liss at the Australian Nuclear Science and Technology Organisation and Drs. N. Igawa and K. Kodama at JAEA for their beneficial assistance.
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Copyright © 2016 Hiroshi Suzuki et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Abstract
The deformation of nanostructure of calcium silicate hydrate (C-S-H) in Portland cement (PC) paste under compression was characterized by the atomic pair distribution function (PDF), measured using synchrotron X-ray diffraction. The PDF of the PC paste exhibited a unique deformation behavior for a short-range order below 2.0 nm, close to the size of the C-S-H globule, while the deformation for a long-range order was similar to that of a calcium hydroxide phase measured by Bragg peak shift. The compressive deformation of the C-S-H nanostructure was comprised of three stages with different interactions between globules. This behavior would originate from the granular nature of C-S-H, which deforms with increasing packing density by slipping the interfaces between globules, rearranging the overall C-S-H nanostructure. This new approach will lead to increasing applications of the PDF technique to understand the deformation mechanism of C-S-H in PC-based materials.
You have requested "on-the-fly" machine translation of selected content from our databases. This functionality is provided solely for your convenience and is in no way intended to replace human translation. Show full disclaimer
Neither ProQuest nor its licensors make any representations or warranties with respect to the translations. The translations are automatically generated "AS IS" and "AS AVAILABLE" and are not retained in our systems. PROQUEST AND ITS LICENSORS SPECIFICALLY DISCLAIM ANY AND ALL EXPRESS OR IMPLIED WARRANTIES, INCLUDING WITHOUT LIMITATION, ANY WARRANTIES FOR AVAILABILITY, ACCURACY, TIMELINESS, COMPLETENESS, NON-INFRINGMENT, MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. Your use of the translations is subject to all use restrictions contained in your Electronic Products License Agreement and by using the translation functionality you agree to forgo any and all claims against ProQuest or its licensors for your use of the translation functionality and any output derived there from. Hide full disclaimer