Composite shear wall system and mechanical properties of GRC stay-in-place mould

QU Junyi; LIU Yanping; QIAO Lan

doi:10.13374/j.issn1001-053x.2006.06.003

Volume 28 Issue 6

Aug. 2021

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QU Junyi, LIU Yanping, QIAO Lan. Composite shear wall system and mechanical properties of GRC stay-in-place mould[J]. Chinese Journal of Engineering, 2006, 28(6): 519-523,538. doi: 10.13374/j.issn1001-053x.2006.06.003

Citation:

QU Junyi, LIU Yanping, QIAO Lan. Composite shear wall system and mechanical properties of GRC stay-in-place mould[J]. Chinese Journal of Engineering, 2006, 28(6): 519-523,538. doi: 10.13374/j.issn1001-053x.2006.06.003

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Composite shear wall system and mechanical properties of GRC stay-in-place mould

doi: 10.13374/j.issn1001-053x.2006.06.003

1. Civil and Environmental Engineering School, University of Science and Technology Beijing, Beijing 100083, China;
2. Hebei Construction Department, Shijiazhuang 050051, China

Received Date: 2005-03-23
Rev Recd Date: 2005-09-05

Available Online: 2021-08-24

Abstract

Abstract

To study the feasibility of a glass-fiber reinforced cement (GRC) composite shear wall system with stay-in-place mould, this paper tested the bonding behavior between GRC plate and concrete, and the experimental data were analyzed to show a better bonding property. The test on the mechanical properties of the GRC plate was also carried out and showed that it has a good bending strength. It is concluded that the composite shear wall system with GRC stay-in-place mould is feasible and available.
- glass-fiber reinforced cement,
- stay-in-place mould,
- composite reinforcement concrete shear wall,
- bonding behavior,
- mechanical properties