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UDK: 624.012.45:624.072.3
DOI: n/a

Published: Građevinar 58 (2006) 8
Paper type: Subject review
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High strength reinforced concrete elements subjected to bending

Marijan Skazlić, Ivan Tomičić

Abstract

Current knowledge about the properties, technology and structure of high strength concrete is presented. Significant parameters needed in the analysis of load-bearing, ductile and acceptable reinforced-concrete elements made of such concrete and subjected to bending, with longitudinal force or without this force, are considered. These parameters are: design compressive stress diagram, ductility, deflection, and crack width restraint. The results are compared with values for normal strength concrete. The use of high strength concrete is recommended.

Keywords
compressive strength, high strength concrete, reinforced concrete elements, seismic evaluation, bending

HOW TO CITE THIS ARTICLE:

Skazlić, M., Tomičić, I.: High strength reinforced concrete elements subjected to bending, GRAĐEVINAR, 58 (2006) 8

OR:

Skazlić, M., Tomičić, I. (2006). High strength reinforced concrete elements subjected to bending, GRAĐEVINAR, 58 (8)
Authors:
Skazlic Marijan
Marijan Skazlić
University of Zagreb,
Faculty of Civil Engineering
Tomicic Ivan
Ivan Tomičić
University of Zagreb,
Faculty of Civil Engineering