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Basic Creep under Compression and Direct Tension Loads of Self-compacting-steel Fibers Reinforced Concrete

Marangon, E. / Toledo Filho, R. D. / Fairbairn, E. M. R.

Abstract Most previous research carried out in self-compacting steel fiber reinforced concrete (SCSFRC) have focused on the short-term mechanical properties, with few works dedicated to its creep behavior. Moreover, the study of creep plays an important role for the evaluation of the long-term service-state of concrete structures. In this work, it is presented an experimental investigation that includes tensile and compressive creep tests on SCSFRC. The self-compacting mixes were reinforced with volume fractions of 0%, 1% and 1.25% of steel fibers (35 mm and 65 mm). The results indicated that tensile creep is smaller than compressive creep and that fibers do not significantly change compressive creep.

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Basic Creep under Compression and Direct Tension Loads of Self-compacting-steel Fibers Reinforced Concrete

Marangon, E. / Toledo Filho, R. D. / Fairbairn, E. M. R.

Abstract Most previous research carried out in self-compacting steel fiber reinforced concrete (SCSFRC) have focused on the short-term mechanical properties, with few works dedicated to its creep behavior. Moreover, the study of creep plays an important role for the evaluation of the long-term service-state of concrete structures. In this work, it is presented an experimental investigation that includes tensile and compressive creep tests on SCSFRC. The self-compacting mixes were reinforced with volume fractions of 0%, 1% and 1.25% of steel fibers (35 mm and 65 mm). The results indicated that tensile creep is smaller than compressive creep and that fibers do not significantly change compressive creep.

Basic Creep under Compression and Direct Tension Loads of Self-compacting-steel Fibers Reinforced Concrete

Marangon, E. / Toledo Filho, R. D. / Fairbairn, E. M. R.

Abstract Most previous research carried out in self-compacting steel fiber reinforced concrete (SCSFRC) have focused on the short-term mechanical properties, with few works dedicated to its creep behavior. Moreover, the study of creep plays an important role for the evaluation of the long-term service-state of concrete structures. In this work, it is presented an experimental investigation that includes tensile and compressive creep tests on SCSFRC. The self-compacting mixes were reinforced with volume fractions of 0%, 1% and 1.25% of steel fibers (35 mm and 65 mm). The results indicated that tensile creep is smaller than compressive creep and that fibers do not significantly change compressive creep.

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Titel:

Basic Creep under Compression and Direct Tension Loads of Self-compacting-steel Fibers Reinforced Concrete

Beteiligte:

Marangon, E. (Autor:in) / Toledo Filho, R. D. (Autor:in) / Fairbairn, E. M. R. (Autor:in)

Erschienen in:

High Performance Fiber Reinforced Cement Composites 6 ; 171-178

RILEM State of the Art Reports ; 2

Erscheinungsdatum:

01.01.2012

Format / Umfang:

8 pages

ISBN:

978-94-007-2435-8 , 978-94-007-2436-5

ISSN:

2211-0844 , 2211-0852

DOI:

https://doi.org/10.1007/978-94-007-2436-5_21

Medientyp:

Aufsatz/Kapitel (Buch)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Creep Strain , Steel Fiber , Fiber Reinforce Concrete , Compressive Creep , Basic Creep Engineering , Civil Engineering , Building Materials , Building Repair and Maintenance , Theoretical and Applied Mechanics , Computer-Aided Engineering (CAD, CAE) and Design

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