Post - Cracking Behaviour of High Strength (Nano - Level Designed) Fiber Concrete Prediction and Validation

Nanotechnology in Construction: 4th International Symposium 2012
Andrejs Krasņikovs, Olga Kononova, Amjad Khabaz, Edgars Mačanovskis, Artūrs Mačanovskis

Fracture process in mechanically loadded steel fiber reinforced high - strenth (SFRHSC) concrete is characterized by fibers bridging the crack providing resistance to its opening.

Atslēgas vārdi
Fibers, high strength concrete, pull-out, nano-level mix, FEM simulations.

Krasņikovs, A., Kononova, O., Khabaz, A., Mačanovskis, E., Mačanovskis, A. Post - Cracking Behaviour of High Strength (Nano - Level Designed) Fiber Concrete Prediction and Validation. No: Nanotechnology in Construction: 4th International Symposium, Grieķija, Agios Nikolaos, 20.-22. maijs, 2012. Agios Nikolaos: 2012, 1.-6.lpp.

Publikācijas valoda
English (en)