Structural Glass Fiber Reinforced Concrete for Slabs on Ground
Author(s) -
Philipp Löber,
Klaus Holschemacher
Publication year - 2014
Publication title -
world journal of engineering and technology
Language(s) - English
Resource type - Journals
eISSN - 2331-4222
pISSN - 2331-4249
DOI - 10.4236/wjet.2014.23b008
Subject(s) - glass fiber , reinforcement , materials science , shrinkage , fiber reinforced concrete , load bearing , fiber , composite material , reinforced concrete , steel bar , bearing (navigation) , structural engineering , engineering , computer science , artificial intelligence
This paper aims to contribute to the classification and specification of glass fiber reinforced concrete (GFRC) and to deal with the question if structural glass fiber reinforced concrete as a special kind of glass fiber reinforced concrete is suited for use in load-bearing members. Despite excellent material properties, the use of glass fibers in a concrete matrix is carried out so far only in non- structural elements or as a modification for the prevention of shrinkage cracks. The aim of re- search at the University of Applied Sciences in Leipzig is the use of alkali-resistant macro glass fibers as concrete reinforcement in structural elements as an alternative to steel fiber reinforcement. Slabs on ground, as an example for structural members, provide a sensible application for the new material because they can be casted as load bearing and non-load bearing and are mostly made of steel fiber reinforced concrete. In the future, structural glass fiber reinforced concrete shall provide a simple and visually appealing alternative to conventional steel bar or steel fiber reinforced concrete. The glass fibers can also be used in combination with conventional reinforcing bars or mat reinforcements. Initial investigations have announced some potential.
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