Micromechanical modelling of deformation and fracture of hydrating cement paste using X-ray computed tomography characterisation
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- 作者：Mingzhong Zhanga ; b ; mingzhong.zhang@ucl.ac.uk" class="auth_mail" title="E-mail the corresponding author ; Andrey P. Jivkovb
- 关键词：B. Fracture ; B. Microstructures ; B. Mechanical properties ; C. Micro-mechanics ; X-ray computed tomography
- 刊名：Composites Part B: Engineering
- 出版年：2016
- 出版时间：1 March 2016
- 年：2016
- 卷：88
- 期：Complete
- 页码：64-72
- 全文大小：2320 K
文摘
Cement paste is the basic but most complex component in cement composites, which are the dominant construction material in the world. Understanding and predicting elastic properties and fracture of hydrating cement paste are challenging tasks due to its complex microstructure, but important for durability assessments and life extension decisions. A recently proposed microstructure-informed site-bond model with elastic-brittle spring bundles is developed further to predict the evolution of elastic properties and fracture behaviour of cement paste. It is based on microstructural characteristics of hydrating cement paste obtained from X-ray computed microtomography (micro-CT) with a spatial resolution of 0.5 μm/voxel. Volume fraction and size distribution of anhydrous cement grains are used to determine the model length scale and pore-less elasticity. Porosity and pore size distribution are used for tuning elastic and failure properties of individual bonds. The fracture process is simulated by consecutive removal of bonds subjected to surface energy based failure criterion. The stress–strain response and elastic properties of hardened cement pastes with curing ages of 1, 7 and 28 days are obtained. The simulated Young's modulus and deformation response prior to peak stress agree very well with the experimental data. The proposed model provides an effective tool to evaluate time evolution of elastic properties and to simulate the initiation, propagation, coalescence and localisation of micro-cracks.