scholarly journals Validation of slag-binder fiber-reinforced self-compacting concrete with slag aggregate under field conditions: Durability and real strength development

2022 ◽  
Vol 320 ◽  
pp. 126280
Author(s):  
Vanesa Ortega-López ◽  
Flora Faleschini ◽  
Carlo Pellegrino ◽  
Víctor Revilla-Cuesta ◽  
Juan M. Manso
Keyword(s):  
Field Conditions ◽  
Strength Development ◽  
Fiber Reinforced ◽  
Self Compacting Concrete ◽  
Real Strength

Mechanical Properties of Steel Fiber Reinforced Self Compacting Concrete

2010 ◽  
Vol 5 (3) ◽  
pp. 62-69
Author(s):  
M. S. Shreenivas Reddy ◽  
◽  
P. Srinivasa Rao ◽  
Keyword(s):  
Mechanical Properties ◽  
Steel Fiber ◽  
Fiber Reinforced ◽  
Self Compacting Concrete

scholarly journals Fuzzy Logic Model for Prediction of Properties of Fiber Reinforced Self-compacting Concrete

2013 ◽  
Vol 19 (2) ◽  
Author(s):  
Osman GENCEL ◽  
Cengiz OZEL ◽  
Fuat KOKSAL ◽  
Gonzalo MARTÍNEZ-BARRERA ◽  
Witold BROSTOW ◽  
...  
Keyword(s):  
Fuzzy Logic ◽  
Logic Model ◽  
Fiber Reinforced ◽  
Self Compacting Concrete ◽  
Prediction Of Properties ◽  
Fuzzy Logic Model

scholarly journals Strength And Durability Properties Of Steel Fiber Reinforced Self Compacting Concrete

2021 ◽  
Vol 12 (5) ◽  
pp. 818-826
Author(s):  
Sumith Vangara, S Siva Rama Krishna, Venu Malagavelli, K.Tarunkumar, A. Jagadish Babu
Keyword(s):  
Steel Fiber ◽  
Design Procedure ◽  
Steel Fibers ◽  
Second Phase ◽  
Initial Surface ◽  
Fiber Reinforced ◽  
Acid Attack ◽  
Self Compacting Concrete ◽  
Surface Absorption ◽  
Durability Properties

In this present study the durability characteristics of Steel fiber reinforced Self compacting concrete (SFRSCC) is determined for M30 and M40 grade concrete mixes. Along with durability strength and sorptivity is carried out and comparison is made with Plane self-compacting concrete (SCC) by chemical resistances, Initial Surface Absorption Test (ISAT). In the present study, the rational mix design procedure for self-compacting concrete is used. SCC mixes contains large quantity of powder (material whose parcel size is 0.125 mm) to maintain the plastic yield of the properties of fresh concrete as per the general guidelines for design of SCC mixes given in the EFNARC (2005). The present project consists of two phases. In the first phase, SCC mixes for different grades are developed without steel fibers and with steel fibers. The mechanical properties like compressive strength of the different grades were studied. In the second phase, based on the experimental results, durability properties were studied with the using of specimens of size 100 mm × 100 mm × 100 mm. Durability studies like Acid attack factors, Acid-Durability factors, Sulphate attack factors, Sorptivity are studied for the Plain SCC and steel Fiber Reinforced SCC and a comparison is made.

Sign in / Sign up

Export Citation Format

Share Document