journal article·2016-01

Computational modeling of shear deformation and failure of nanoscale hydrated calcium silicate hydrate in cement paste: Calcium silicate hydrate Jennite

John S Rivas Murillo, Ahmed Mohamed, Wayne Hodo, Ram V Mohan, A Rajendran, R Valisetty

Publisher page

Abstract

Calcium silicate hydrate Jennite is a molecular structure commonly accepted as a representation of the complex calcium silicate hydrate gel formed during the hydration of typical Portland cement. In this paper, the behavior of nanoscale calcium silicate hydrate Jennite under shear deformation was investigated using molecular dynamics simulations. Computational samples representing the nanoscale structure of calcium silicate hydrate Jennite were subjected to shear deformation in order to investigate not only their mechanical properties but also their deformation behavior. The simulation results indicated that the nanoscale calcium silicate hydrate Jennite under shear deformation displays a linear elastic behavior up to shear stress of approximately 1.0 GPa, and shear deformation of about 0.08 radians, after which point yielding and plastic deformation occurs. The shear modulus determined from the simulations was 11.2 ± 0.7 GPa. The deformation-induced displacements in molecular structures were analyzed dividing the system in regions representing calcium oxide layers. The displacement/deformation of the layers of calcium oxide forming the structure of nanoscale calcium silicate hydrate Jennite was analyzed. The non-linear stress–strain behavior in the molecular structure was attributed to a non-linear increase in the displacement due to sliding of the calcium oxide layers on top of each other with higher shearing. These results support the idea that by controlling the chemical reactions, the tailored morphologies can be used to increase the interlinking between the calcium oxide layers, thus minimizing the shearing of the layers and leading to molecular structures that can withstand larger deformation and have improved failure behavior.
Source: crossref · Quality: baseline

Research context

OpenAlex topics: Concrete and Cement Materials Research · Magnesium Oxide Properties and Applications · Building materials and conservation

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Nanoengineering Department, Joint School of Nanoscience and Nanoengineering, North Carolina A&T State University, NC, USA

Engineering Research and Development Center, Vicksburg, MS, USA

Mechanical Engineering Department, University of Mississippi, Oxford, MS, USA

U.S. Army Research Laboratory, MD, USA

References (37)

Show source-provided references
1. 10.1016/j.compositesb.2010.06.00510.1016/j.compositesb.2010.06.005 ↗
2. Bentz DP (June, 2005) CEMHYD3D: A Three-Dimensional Cement Hydration and Microstructure Development Modeling Package. Version 3.0. National Institute of Standards and Technology . Internal Report 7232. Technology Administration, U.S. Department of Commerce.10.6028/NIST.IR.7232 ↗
3. 10.1016/S0008-8846(03)00039-510.1016/S0008-8846(03)00039-5 ↗
4. 10.1016/j.cemconres.2003.12.03310.1016/j.cemconres.2003.12.033 ↗
5. 10.3141/2142-1010.3141/2142-10 ↗
6. Chandler MQ, Peters JF and Pelessone D (2012) Modeling Nanomechanical Behavior of Calcium-Silicate-Hydrate . U.S.A. ERDC Editor: Vicksburg, MS.
7. 10.1088/0965-0393/21/5/05501010.1088/0965-0393/21/5/055010 ↗
8. Chen JJ · Journal of the American Ceramic Society · 2010 · 93 · 148410.1111/j.1551-2916.2009.03599.x ↗
9. Garboczi EJ and Bentz DP (October, 1996) Multi-Scale Picture of Concrete and its Transport Properties: Introduction for Non-Cement Researchers . National Institute of Standards and Technology Internal Report 5900. Technology Administration, U.S. Department of Commerce.10.6028/NIST.IR.5900 ↗
10. 10.1179/174367607X22809810.1179/174367607X228098 ↗
11. 10.1016/j.cemconres.2005.05.00110.1016/j.cemconres.2005.05.001 ↗
12. 10.5402/2011/85684910.5402/2011/856849 ↗
13. Jennings HM, Jeffrey JT, Gevrenov JS, et al. (2005) Relating the nanostructure of concrete to engineering properties . In: 2nd International symposium on nanotechnology in construction . Bilbao, Spain, 13–16 November 2005.
14. 10.1016/j.cemconres.2009.05.00810.1016/j.cemconres.2009.05.008 ↗
15. 10.1016/j.actamat.2008.12.00710.1016/j.actamat.2008.12.007 ↗
16. 10.1002/pssa.20067535910.1002/pssa.200675359 ↗
17. 10.1039/c3sm50442e10.1039/c3sm50442e ↗
18. Mehta PK · 2006
19. 10.3141/2142-1110.3141/2142-11 ↗
20. Pellenq RJ, Kushima K, Shahsavari R, et al. (2009) A realistic molecular model of cement hydrates . Proceedings of the National Acadamey of Sciences of the United States of America 106(38): 16102–16107.10.1073/pnas.0902180106 ↗
21. Powers TC, Brownyard TL (1948) Studies of the Physical Properties of Hardened Portland Cement Paste: [In Nine Parts], Chicago: Portland Cement Association, Research Laboratories. Bulletin 22, pp. 101–992.
22. Prince AG · International Journal of Civil & Structural Engineering · 2011 · 2 · 475
23. Richardson IG · 2002 · 500
24. 10.1016/j.cemconres.2004.05.03410.1016/j.cemconres.2004.05.034 ↗
25. 10.1016/j.cemconres.2007.11.00510.1016/j.cemconres.2007.11.005 ↗
26. 10.1016/0008-8846(92)90030-Y10.1016/0008-8846(92)90030-Y ↗
27. 10.1016/j.cemconres.2006.05.01410.1016/j.cemconres.2006.05.014 ↗
28. 10.1115/1.402591610.1115/1.4025916 ↗
29. 10.1021/jp980939v10.1021/jp980939v ↗
30. 10.1680/cc.2592910.1680/cc.25929 ↗
31. 10.1179/174367607X22810610.1179/174367607X228106 ↗
32. 10.1016/j.cemconres.2010.02.01210.1016/j.cemconres.2010.02.012 ↗
33. 10.1201/b10546-810.1201/b10546-8 ↗
34. 10.1007/s11595-013-0645-110.1007/s11595-013-0645-1 ↗
35. 10.1615/IntJMultCompEng.v8.i6.3010.1615/IntJMultCompEng.v8.i6.30 ↗
36. 10.1061/(ASCE)NM.2153-5477.000002610.1061/(ASCE)NM.2153-5477.0000026 ↗
37. 10.1155/2012/37192710.1155/2012/371927 ↗