Multi-level homogenization for the prediction of the mechanical properties of ultra-high-performance concrete. (30th December 2019)
- Record Type:
- Journal Article
- Title:
- Multi-level homogenization for the prediction of the mechanical properties of ultra-high-performance concrete. (30th December 2019)
- Main Title:
- Multi-level homogenization for the prediction of the mechanical properties of ultra-high-performance concrete
- Authors:
- Haile, Bezawit F.
Jin, D.W.
Yang, Beomjoo
Park, Solmoi
Lee, H.K. - Abstract:
- Highlights: A multi-level micromechanics based homogenization scheme is developed. A combined Molecular dynamics simulation and micromechanics models were adopted. Effects of fiber type, geometry, orientation and interface are parametrically studied. Compressive strength test, MIP and SEM analysis were conducted. Model input parameters were obtained from literature and the experimental program. Abstract: Ultra-high-performance concrete (UHPC), a multi-level cementitious composite that has properties influenced by constituents existing at different length scales, requires the combination of different modeling strategies to capture and understand its effective property. A multi-level (six levels) micromechanics-based homogenization is proposed to investigate the elastic mechanical properties of UHPC. Molecular dynamics and micromechanical theories based on Eshelby's inclusion model are adopted to investigate the effects of the properties of the various constituents, such as the fiber type, volume fraction, orientation, geometry, including the size and volume fraction of coarse aggregates on the elastic mechanical properties of UHPC. Experimental investigations incorporating a compressive strength test, scanning electron microscopy, and mercury intrusion porosimetry tests were conducted to validate the model. The proposed multi-level homogenization scheme is able to quantitatively prove the importance of each constituent and provide a modeling tool capable of facilitating aHighlights: A multi-level micromechanics based homogenization scheme is developed. A combined Molecular dynamics simulation and micromechanics models were adopted. Effects of fiber type, geometry, orientation and interface are parametrically studied. Compressive strength test, MIP and SEM analysis were conducted. Model input parameters were obtained from literature and the experimental program. Abstract: Ultra-high-performance concrete (UHPC), a multi-level cementitious composite that has properties influenced by constituents existing at different length scales, requires the combination of different modeling strategies to capture and understand its effective property. A multi-level (six levels) micromechanics-based homogenization is proposed to investigate the elastic mechanical properties of UHPC. Molecular dynamics and micromechanical theories based on Eshelby's inclusion model are adopted to investigate the effects of the properties of the various constituents, such as the fiber type, volume fraction, orientation, geometry, including the size and volume fraction of coarse aggregates on the elastic mechanical properties of UHPC. Experimental investigations incorporating a compressive strength test, scanning electron microscopy, and mercury intrusion porosimetry tests were conducted to validate the model. The proposed multi-level homogenization scheme is able to quantitatively prove the importance of each constituent and provide a modeling tool capable of facilitating a thorough investigation of the mechanical properties of UHPC. … (more)
- Is Part Of:
- Construction & building materials. Volume 229(2019)
- Journal:
- Construction & building materials
- Issue:
- Volume 229(2019)
- Issue Display:
- Volume 229, Issue 2019 (2019)
- Year:
- 2019
- Volume:
- 229
- Issue:
- 2019
- Issue Sort Value:
- 2019-0229-2019-0000
- Page Start:
- Page End:
- Publication Date:
- 2019-12-30
- Subjects:
- Ultra-high-performance concrete (UHPC) -- Micromechanics -- Molecular dynamics -- Elastic moduli -- Multi-level homogenization
Building materials -- Periodicals
624.18 - Journal URLs:
- http://www.sciencedirect.com/science/journal/09500618 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.conbuildmat.2019.116797 ↗
- 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:
- 26596.xml