Structural Upgrade Using Basalt Fibers for Concrete Confinement
By M. Ludovico, Andrea E. Prota, Gaetano Manfredi. 2010
228 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/3ffdaff8837bb52409119824e6f9321e713dd980
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Building and Construction
- F. D. C. Y. Basalo
- Y. Al-Salloum
- F. Matta
- A. Nanni
- D. Bournas
- R. Parretti
- B. Benmokrane
- Jin-Guang Teng
In Civil and Structural Engineering
Citations in the corpus
- Fiber reinforced cement-based composite system for concrete confinement (2012, methodology): “Semi-empirical models to estimate axial strength and deformation increase from confinement were also evaluated, showing good agreement with a model previously proposed [24] for an inorganicmatrix fiber reinforced confinement system.”
- EXPERIMENTAL AND NUMERICAL STUDY FOR THE SHEAR STRENGTHENING OF REINFORCED CONCRETE BEAMS USING TEXTILE-REINFORCED MORTAR (2012, methodology): “Di Ludovico et al. (2010) studied the confinement effectiveness of basalt-based textile fibers bonded with cement-based matrix on concrete cylinders compared with glass-fiber-reinforced polymer (GFRP) laminates, alkali resistant fiberglass grids, and cementbased mortar alone.”