Advances in Natural Fiber Cement Composites: A Material for the Sustainable Construction Industry
The need for economical, sustainable, safe, and secure shelter is an inherent global problem and numerous challenges remain in order to produce environmentally friendly construction products which are structurally safe and durable. The use of sisal, a natural fiber with enhanced mechanical performan...
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2009
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ndltd-DRESDEN-oai-qucosa.de-bsz-14-ds-1244048177249-622782013-01-07T19:48:35Z Advances in Natural Fiber Cement Composites: A Material for the Sustainable Construction Industry Silva, Flávio de Andrade Mobasher, Barzin Filho, Romildo Dias de Toledo natural fiber sustainability cement composites fatigue ddc:620 rvk:ZI 2000 The need for economical, sustainable, safe, and secure shelter is an inherent global problem and numerous challenges remain in order to produce environmentally friendly construction products which are structurally safe and durable. The use of sisal, a natural fiber with enhanced mechanical performance, as reinforcement in a cement based matrix has shown to be a promising opportunity. This work addresses the development and advances of strain hardening cement composites using sisal fiber as reinforcement. Sisal fibers were used as a fabric to reinforce a multi-layer cementitious composite with a low content of Portland cement. Monotonic direct tensile tests were performed in the composites. The crack spacing during tension was measured by image analysis and correlated to strain. Local and global deformation was addressed. To demonstrate the high performance of the developed composite in long term applications, its resistance to tensile fatigue cycles was investigated. The composites were subjected to tensile fatigue load with maximum stresses ranging from 4 to 9.6 MPa at a frequency of 2 Hz. The composites did not fatigue below a maximum fatigue level of 6 MPa up to 106 cycles. Monotonic tensile testing was performed for composites that survived 106 cycles to determine its residual strength. Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden Technische Universität Dresden, Sonderforschungsbereich 528 2009-06-03 doc-type:article application/pdf http://nbn-resolving.de/urn:nbn:de:bsz:14-ds-1244048177249-62278 urn:nbn:de:bsz:14-ds-1244048177249-62278 PPN312573235 http://www.qucosa.de/fileadmin/data/qucosa/documents/405/1244048177249-6227.pdf Textilbeton – Theorie und Praxis : Tagungsband zum 4. Kolloquium zu Textilbewehrten Tragwerken (CTRS4) und zur 1. Anwendertagung, Dresden, 3.6. - 5.6.2009. - Dresden, 2009. - S. 377 - 388 eng |
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English |
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Article |
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natural fiber sustainability cement composites fatigue ddc:620 rvk:ZI 2000 |
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natural fiber sustainability cement composites fatigue ddc:620 rvk:ZI 2000 Silva, Flávio de Andrade Mobasher, Barzin Filho, Romildo Dias de Toledo Advances in Natural Fiber Cement Composites: A Material for the Sustainable Construction Industry |
description |
The need for economical, sustainable, safe, and secure shelter is an inherent global problem and numerous challenges remain in order to produce environmentally friendly construction products which are structurally safe and durable. The use of sisal, a natural fiber with enhanced mechanical performance, as reinforcement in a cement based matrix has shown to be a promising opportunity. This work addresses the development and advances of strain hardening cement composites using sisal fiber as reinforcement. Sisal fibers were used as a fabric to reinforce a multi-layer cementitious composite with a low content of Portland cement. Monotonic direct tensile tests were performed in the composites. The crack spacing during tension was measured by image analysis and correlated to strain. Local and global deformation was addressed. To demonstrate the high performance of the developed composite in long term applications, its resistance to tensile fatigue cycles was investigated. The composites were subjected to tensile fatigue load with maximum stresses ranging from 4 to 9.6 MPa at a frequency of 2 Hz. The composites did not fatigue below a maximum fatigue level of 6 MPa up to 106 cycles. Monotonic tensile testing was performed for composites that survived 106 cycles to determine its residual strength. |
author2 |
Technische Universität Dresden, Sonderforschungsbereich 528 |
author_facet |
Technische Universität Dresden, Sonderforschungsbereich 528 Silva, Flávio de Andrade Mobasher, Barzin Filho, Romildo Dias de Toledo |
author |
Silva, Flávio de Andrade Mobasher, Barzin Filho, Romildo Dias de Toledo |
author_sort |
Silva, Flávio de Andrade |
title |
Advances in Natural Fiber Cement Composites: A Material for the Sustainable Construction Industry |
title_short |
Advances in Natural Fiber Cement Composites: A Material for the Sustainable Construction Industry |
title_full |
Advances in Natural Fiber Cement Composites: A Material for the Sustainable Construction Industry |
title_fullStr |
Advances in Natural Fiber Cement Composites: A Material for the Sustainable Construction Industry |
title_full_unstemmed |
Advances in Natural Fiber Cement Composites: A Material for the Sustainable Construction Industry |
title_sort |
advances in natural fiber cement composites: a material for the sustainable construction industry |
publisher |
Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden |
publishDate |
2009 |
url |
http://nbn-resolving.de/urn:nbn:de:bsz:14-ds-1244048177249-62278 http://nbn-resolving.de/urn:nbn:de:bsz:14-ds-1244048177249-62278 http://www.qucosa.de/fileadmin/data/qucosa/documents/405/1244048177249-6227.pdf |
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