Experimental Testing of Resistance of Ultra-high Performance Concrete to Environmental Loads. (2016)

• Record Type: Journal Article
• Authors: Fládr, Josef; Bílý, Petr; Vodička, Jan
• Is Part Of: Procedia engineering. Volume 151(2016)
• Page Start: 170
• Page End: 176
• Publication Date: 2016
• Subjects: Ultra-high performance concrete -- resistance to freeze-thaw cycles -- deicing chemical agents -- four point bending test; Engineering -- Congresses; Engineering -- Periodicals; Engineering; Conference proceedings; Periodicals; 620.005
• DOI: 10.1016/j.proeng.2016.07.366
• Languages: English
• ISSNs: 1877-7058

Abstract

Abstract: Ultra-high performance concretes (UHPC) are characterized by high tensile and compressive strength. The high strength is achieved by providing well-graded grain-size distribution curve and by utilization of microfillers. The dense structure of UHPC provides low permeability, which increases resistance of high-performance concrete to aggressive chemical solutions or freeze-thaw cycling. Both these features positively affect the possibilities of utilization of high-performance concrete for outdoor structures. The paper presents the first findings of comprehensive research program focused on the investigation of resistance of UHPC to deicing chemical agents and freeze-thaw cycles. Several series of tests were conducted to compare the behavior of UHPC and reference C40/50 class fibre-reinforced concrete. Several dozen specimens were tested, various load levels were applied. The results have shown that up to certain number of freeze-thaw cycles, the mechanical properties of UHPC are not affected at all. A hypothesis is proposed to explain this outcome of the experiments.