Home
Published Issues
Author Guide
Editor Guide
Reviewer Guide
Special Issue
journal menu
Aims and Scope
Editorial Board
Indexing Service
Article Processing Charge
Editorial Process
Open Access Policy
Publicatoin Ethics
Contact Us
Copyright and Licensing
Preservation and Repository Policy
General Information
ISSN:
2319-6009 (Online)
Abbreviated title:
Int. J Struct. Civ. Eng. Res.
Editor-in-Chief:
Prof. Eric Strauss
Associate Editor:
Assoc. Prof. Wenxing Zhou
Executive Editor:
Ms. Cherry L. Chen
DOI:
10.18178/ijscer
Abstracting/Indexing:
Google Scholar, Cross-ref, CNKI,
etc.
E-mail questions to:
IJSCER Editorial Office
.
Editor-in-Chief
Prof. Eric Strauss
Michigan State University, USA
I am very excited to serve as the Editor-in-Chief of the International Journal of Structural and Civil Engineering Research
(IJSCER)
and hope that the publication can enrich the readers’ experience...
What's New
2024-08-27
August 27th, 2024 News! Vol. 13, No. 3, 2024 issue has been published online
2024-01-04
IJSCER will adopt Article-by-Article Work Flow. For the quarterly journal, each issue will be released at the end of the issue month.
2023-11-06
November 6th, 2023 News! Vol. 12, No. 4, November 2023 issue has been published online
Home
>
Published Issues
>
2017
>
Volume 6, No. 2, May 2017
>
High-Performance Textile Concrete Structural Element Loaded by Bending Moment
Tomas Bittner, Petr Bouska, Sarka Nenadalova, and Milan Rydval
Klokner Institute, CTU in Prague, Prague 6, Czech Republic
Abstract
—Experiments of thin elements made from ultra-high performance concrete reinforced by a textile glass mat were carried out under laboratory conditions. The concrete had a fine-grained matrix according to a recipe. The recipe has been designed at the Klokner Institute. Thin-walled test specimens were subjected to a short-term load as well as to a long-term load. The short-term loading was performed in the testing machine and the long-term one under permanent load. The 2D glass textile reinforcement was protected by an alkali-resistant treatment and was loaded in four-point bending test. Many accompanying tests determined the material properties of the matrix and of the glass reinforcements. A comparison was made between the results of the experimental investigation and the results of numerical analysis.
Index Terms
—Textile Reinforcement, AR glass, Fine-grained UHPC, Computer Simulation, Loading, Deformations
Cite: Tomas Bittner, Petr Bouska, Sarka Nenadalova, and Milan Rydval, "High-Performance Textile Concrete Structural Element Loaded by Bending Moment," International Journal of Structural and Civil Engineering Research, Vol. 6, No. 2, pp. 89-92, May 2017. doi: 10.18178/ijscer.6.2.89-92
3-L0009
PREVIOUS PAPER
Structural Behaviour of RC Beam-To-Column Connection with Corroded Shear Reinforcement
NEXT PAPER
Effect of Stray Current on Corrosion Behavior of Reinforcing Steel: Importance of Cell Geometry and Orientation with Respect to the Electrical Field