Autogenous deformation and RH-change in perspective
By O. Jensen, P. F. Hansen. 2001
405 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/76cd78396b7ac615acee62f95d488164995aa89d
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In Civil and Structural Engineering
Citations in the corpus
- Micromechanical modeling on autogenous and drying shrinkages of concrete (2012, background): “2, that initially proposed by Jensen and Hansen [17].”
- Chemical deformation of metakaolin based geopolymer (2019, background): “influencing the volume change of the materials [14,15].”
- Mitigating the autogenous shrinkage of alkali-activated slag by metakaolin (2019, background): “As the liquid is consumed gradually from bigger pores to smaller pores, the curvature radius of the menisci between liquid and gas decreases and capillary pressure or pore pressure develops [80].”
- Water absorption in internally cured mortar made with water-filled lightweight aggregate (2009, background): “41 One strategy to mitigate autogenous shrinkage is the incorporation of water filled inclusions 42 [6-8].”
- Prediction of self-desiccation in low water-to-cement ratio pastes based on pore structure evolution (2013, background): “Since hydration products have smaller volume than the reactants, the total volume of a cement paste decreases during hydration [1-3]; this is known as chemical shrinkage.”
- Polyvinyl Alcohol Fiber Reinforced Engineered Cementitious Composites: Material Design and Performances (2006, background): “Autogenous deformation is the bulk deformation of a closed, isothermal, cementitious material system not subjected to external forces [5].”
- Mechanisms of autogenous shrinkage of alkali-activated slag and fly ash pastes (2020, background): “Chemical shrinkage is believed to be the primary reason for selfdesiccation in OPC based systems [60,61].”
- Volume change and cracking in internally cured mixtures made with saturated lightweight aggregate under sealed and unsealed conditions (2009, background): “It has been reported that this reduction can be as much as 8–10% by volume in a mature paste [23] [24].”
- Effect of pre-soaked superabsorbent polymer on shrinkage of high-strength concrete (2015, background): “Compared to HSC-0, HSC-1 and HSC-2 present smaller autogenous shrinkage due to their higher W/C, which is in agreement with literatures [25, 61].”
- Properties of early-age concrete relevant to cracking in massive concrete (2019, background): “At the same time, chemical 390 shrinkage empties the pores and causes a drop of internal RH, also called self‐desiccation [136].”