Development of Stay-in-Place Formwork Using GFRP Reinforced UHPC Elements-Reference-Cited by-同舟云学术

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Development of Stay-in-Place Formwork Using GFRP Reinforced UHPC Elements

Published:2016-07-18 Issue: Volume: Page:
ISSN:
Container-title:First International Interactive Symposium on UHPC
language:
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Author:

Meng Weina¹,Khayat Kamal Henri¹

Affiliation:

1. Missouri University of Science and Technology Engineering Research Laboratory, Department of Civil, Environmental, and Architectural Engineering

Publisher

Iowa State University Digital Press

Cited by 9 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Research on Determining the Correlation between the Strength of the Concrete Core and the Concrete Used as Tubular Formwork in Compressed Structural Elements;2024

2. Numerical Investigation of Textile Reinforced Cement Structural Stay-in-Place Formwork Designed as Beam-Column Joint Shear Reinforcement;Advances in Civil Engineering;2022-06-30

3. Development and seismic behavior of a novel UHPC-shell strengthened prefabricated concrete column;Journal of Building Engineering;2022-04

4. SPH simulation and experimental investigation of fiber orientation in UHPC beams with different placements;Construction and Building Materials;2020-02

5. Influence of formwork wall effect on fiber orientation of UHPC with two casting methods;Construction and Building Materials;2019-08

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