Comparison of compressive and splitting tensile strength of high-strength concrete with and without polypropylene fibers heated to high temperatures
By Ali Behnood, M. Ghandehari. 2009
360 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/9c27ed27b0fa087406106536eb0066aaed9af69b
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Effect of Elevated Temperature on Mechanical Properties of Limestone, Quartzite and Granite Concrete (2016, background): “There have also been studies on the effect of temperature on high strength and/or fiber-reinforced concrete with or without supplementary cementitious materials (Poon et al. 2001; Cheng et al. 2004; Savva et al. 2005; Husem 2006; Behnood and Ziari 2008; Behnood and Ghandehari 2009; Ghandehari et al.”
- The influence of thermal-stressing (up to 1000 °C) on the physical, mechanical, and chemical properties of siliceous-aggregate, high-strength concrete (2013, background): “This is consistent with other studies on HSC during residual tests [13,25].”
- Durability and strength characteristics of high-strength concrete incorporated with volcanic pumice powder and polypropylene fibers (2020, background): “The rate of strength development from the observed results is associated with the chemical and physical effects of VPP and PFs. Behnood and Ghandehari [48] observed the chemical effects of PF in the range of 300–600 ◦C and reported that the relative compressive strength of PF concrete is higher than”