A model investigation of the mechanisms of external sulfate attack on portland cement binders. (30th June 2018)
- Record Type:
- Journal Article
- Title:
- A model investigation of the mechanisms of external sulfate attack on portland cement binders. (30th June 2018)
- Main Title:
- A model investigation of the mechanisms of external sulfate attack on portland cement binders
- Authors:
- Feng, Pan
Liu, Jiaping
She, Wei
Hong, Jinxiang - Abstract:
- Highlights: A microstructure model simulates crystallization pressure induced expansion in sulfate attack. Damage of microstructures at different depths alters the rates of sulfate ingress. Insights of sulfate attack mechanism are given. Reduction of pH of the pore solution destabilizes AFm when carbonates are present. AFm can spontaneously transform to AFt without any additional sulfate addition. Abstract: A recent microstructural model for simulating external sulfate attack on cement paste is used to calculate the driving force for local expansive growth of AFt phase in terms of crystallization pressure, and the strain and stress fields are tracked within the microstructure with micrometer-scale resolution using a linear elastic finite element model. Damage induced by expansion modifies both the local effective transport properties and linear elastic properties of each microstructure at different depths, and thereby potentially alters the rates of sulfate ingress and expansion. Simulations give insight about sulfate attack mechanisms, which are investigated in more detail by separating the individual influences of sulfate concentration and pH of the pore solution. Especially when soluble carbonates are present, reductions in the pore solution pH, which often accompany ingress of sulfates, significantly destabilizes calcium monosulfoaluminate and accelerates AFt growth. In fact, within a narrow pH range some calcium monosulfoaluminate can spontaneously transform to AFtHighlights: A microstructure model simulates crystallization pressure induced expansion in sulfate attack. Damage of microstructures at different depths alters the rates of sulfate ingress. Insights of sulfate attack mechanism are given. Reduction of pH of the pore solution destabilizes AFm when carbonates are present. AFm can spontaneously transform to AFt without any additional sulfate addition. Abstract: A recent microstructural model for simulating external sulfate attack on cement paste is used to calculate the driving force for local expansive growth of AFt phase in terms of crystallization pressure, and the strain and stress fields are tracked within the microstructure with micrometer-scale resolution using a linear elastic finite element model. Damage induced by expansion modifies both the local effective transport properties and linear elastic properties of each microstructure at different depths, and thereby potentially alters the rates of sulfate ingress and expansion. Simulations give insight about sulfate attack mechanisms, which are investigated in more detail by separating the individual influences of sulfate concentration and pH of the pore solution. Especially when soluble carbonates are present, reductions in the pore solution pH, which often accompany ingress of sulfates, significantly destabilizes calcium monosulfoaluminate and accelerates AFt growth. In fact, within a narrow pH range some calcium monosulfoaluminate can spontaneously transform to AFt without any additional sulfate addition. Therefore, the progress of phase transformations and expansion from the surface to the interior of the porous material is dictated by the rate of ingress of concentration fronts of both sulfate ions and pH, which do not necessarily coincide. … (more)
- Is Part Of:
- Construction & building materials. Volume 175(2018)
- Journal:
- Construction & building materials
- Issue:
- Volume 175(2018)
- Issue Display:
- Volume 175, Issue 2018 (2018)
- Year:
- 2018
- Volume:
- 175
- Issue:
- 2018
- Issue Sort Value:
- 2018-0175-2018-0000
- Page Start:
- 629
- Page End:
- 642
- Publication Date:
- 2018-06-30
- Subjects:
- Cement paste -- Sulfate attack -- Microstructural modelling -- Expansion -- Crystallization pressure -- Degradation mechanism
Building materials -- Periodicals
624.18 - Journal URLs:
- http://www.sciencedirect.com/science/journal/09500618 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.conbuildmat.2018.04.108 ↗
- Languages:
- English
- ISSNs:
- 0950-0618
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 3420.950900
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 17903.xml