Design of ultra-high strength, ultra-high ductility cementitious composites (UHS-UHDCC). (7th March 2022)
- Record Type:
- Journal Article
- Title:
- Design of ultra-high strength, ultra-high ductility cementitious composites (UHS-UHDCC). (7th March 2022)
- Main Title:
- Design of ultra-high strength, ultra-high ductility cementitious composites (UHS-UHDCC)
- Authors:
- Lei, Dong-Yi
Li, Ming-Ang
Wang, Peng-Gang
Guo, Li-Ping
Li, Ying
Liu, Jia-Ping
Zhang, Peng
Li, Shao-Chun
Li, Chang-Cheng
Li, Zhi-Hong
Zeng, De-Zhao
Zhong, Bao-Min - Abstract:
- Graphical abstract: Highlights: The realization of the pseudo strain hardening behavior needs to comprehensively tailor the interaction among fiber, mortar matrix, and fiber–matrix interface. For the fresh mortar matrix, an optimal range of viscosity can create a high fiber dispersion. To a certain degree, with the increasing of the fiber dispersion degree, the ductility increases. The proposed design framework for the PSH behavior is a very powerful tool for the mix design of UHS-UHDCC. Abstract: The realization of the pseudo strain hardening (PSH) behavior needs to comprehensively tailor the interaction among fiber, mortar matrix, and the interface. From the particle dense packing theory, using the river sands with the 240 μm-mean diameter and the 500 μm-maximum diameter as the fine aggregates, the high strength mortar matrix matching with PE fibers is designed, and the test for the bulk density of mortar matrix confirms the rationality of the analysis for the particle packing degree. For the fresh mortar matrix, an optimal range of viscosity can create a high fiber dispersion. In addition, there is a strong correlation (R 2 = 0.92) between the slump flow of mortar matrix and the viscosity, the slump flow can be as a simple way to test the rheology of mortar matrix. To a certain degree, increasing the fiber dispersion degree, the tensile ductility of UHS-UHDCC increases. Based on these observations, this study proposes a design framework for the PSH behavior of UHS-UHDCC,Graphical abstract: Highlights: The realization of the pseudo strain hardening behavior needs to comprehensively tailor the interaction among fiber, mortar matrix, and fiber–matrix interface. For the fresh mortar matrix, an optimal range of viscosity can create a high fiber dispersion. To a certain degree, with the increasing of the fiber dispersion degree, the ductility increases. The proposed design framework for the PSH behavior is a very powerful tool for the mix design of UHS-UHDCC. Abstract: The realization of the pseudo strain hardening (PSH) behavior needs to comprehensively tailor the interaction among fiber, mortar matrix, and the interface. From the particle dense packing theory, using the river sands with the 240 μm-mean diameter and the 500 μm-maximum diameter as the fine aggregates, the high strength mortar matrix matching with PE fibers is designed, and the test for the bulk density of mortar matrix confirms the rationality of the analysis for the particle packing degree. For the fresh mortar matrix, an optimal range of viscosity can create a high fiber dispersion. In addition, there is a strong correlation (R 2 = 0.92) between the slump flow of mortar matrix and the viscosity, the slump flow can be as a simple way to test the rheology of mortar matrix. To a certain degree, increasing the fiber dispersion degree, the tensile ductility of UHS-UHDCC increases. Based on these observations, this study proposes a design framework for the PSH behavior of UHS-UHDCC, this design framework is a very powerful tool for the mix design of UHS-UHDCC. … (more)
- Is Part Of:
- Construction & building materials. Volume 322(2022)
- Journal:
- Construction & building materials
- Issue:
- Volume 322(2022)
- Issue Display:
- Volume 322, Issue 2022 (2022)
- Year:
- 2022
- Volume:
- 322
- Issue:
- 2022
- Issue Sort Value:
- 2022-0322-2022-0000
- Page Start:
- Page End:
- Publication Date:
- 2022-03-07
- Subjects:
- Particle dense packing -- Pseudo strain hardening -- Fiber dispersion -- Uniaxial tensile -- Design framework
Building materials -- Periodicals
624.18 - Journal URLs:
- http://www.sciencedirect.com/science/journal/09500618 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.conbuildmat.2021.125914 ↗
- 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:
- 20801.xml