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Analysis for Flexural Failure Behavior of PET Fiber Reinforced Cementitious Composites by Means of 3-D Meso-scale Analysis

 Analysis for Flexural Failure Behavior of PET Fiber Reinforced Cementitious Composites by Means of 3-D Meso-scale Analysis
Autor(en): ,
Beitrag für IABSE Symposium: Sustainable Infrastructure - Environment Friendly, Safe and Resource Efficient, Bangkok, Thailand, 9-11 September 2009, veröffentlicht in , S. 66-75
DOI: 10.2749/222137809796078775
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This paper presents flexural analysis of PET (PolyEthylene Terephthalate) fiber reinforced concrete using 3-D meso-scale analysis to verify reinforcement mechanisms in PET fiber. In this proposed m...
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Bibliografische Angaben

Autor(en):

Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Symposium: Sustainable Infrastructure - Environment Friendly, Safe and Resource Efficient, Bangkok, Thailand, 9-11 September 2009
Veröffentlicht in:
Seite(n): 66-75 Anzahl der Seiten (im PDF): 8
Seite(n): 66-75
Anzahl der Seiten (im PDF): 8
Jahr: 2009
DOI: 10.2749/222137809796078775
Abstrakt:

This paper presents flexural analysis of PET (PolyEthylene Terephthalate) fiber reinforced concrete using 3-D meso-scale analysis to verify reinforcement mechanisms in PET fiber. In this proposed model, fibers with a specific length and diameter are distributed as discrete entities within a specimen. In this work, it has been clarified that the proposed model can adequately simulate load- displacement relations obtained from flexural tests of PET fiber reinforced concrete. This paper also presents numerically investigations in order to assess the effects of fiber length and strength on flexural toughness.