dc.rights.license | Users may download and share copies with attribution in accordance with a Creative Commons
Attribution-Noncommercial-No Derivative Works 3.0 license. No commercial use or derivatives
are permitted without the explicit approval of the author. | |
dc.contributor | Lokko, Mae-Ling | |
dc.contributor | Shelden, Dennis | |
dc.contributor | Walczyk, Daniel | |
dc.contributor.advisor | Tsamis, Alexandros | |
dc.contributor.author | Cohen, Daniel | |
dc.date.accessioned | 2022-11-10T20:04:46Z | |
dc.date.available | 2022-11-10T20:04:46Z | |
dc.date.issued | 2021-08 | |
dc.identifier.uri | https://hdl.handle.net/20.500.13015/6316 | |
dc.description | August 2021 | |
dc.description | School of Architecture | |
dc.description.abstract | Infrastructure has been deteriorating for decades and climate change and urbanization are acceleratingtheir degradation. Much of our infrastructure is built with reinforced concrete, whose steel
reinforcement can become a liability if allowed to corrode. This thesis explores the development of a
non-corroding reinforcing alternative made from natural fibers and thermoplastic. The impact of
natural fiber composite (NFC) reinforced concrete has been investigated at multiple scales of
performance: structural, processing, and environmental. Structural and environmental performance has
been calculated based upon material database values, while processing performance has been observed
though the production of multiple NFC samples. The structural performance calculations reveal that
flax reinforced composites can match the tensile strength of steel with a fiber volume ratio between
44% and 50% and match the elastic modulus of GFRP with a fiber volume ratio between 46% and
49%. The processing performance experiments reveal the “jacket” commingling method results in
better fiber saturation than the “parallel” or “twisted” methods. The environmental performance results
reveal that given a constant fiber volume ratio, PLA matrix composites demand only 50%-51% the
embodied energy of GFRP, regardless of the selected natural fiber reinforcing. | |
dc.language | ENG | |
dc.language.iso | en_US | |
dc.publisher | Rensselaer Polytechnic Institute, Troy, NY | |
dc.relation.ispartof | Rensselaer Theses and Dissertations Online Collection | |
dc.subject | Architecture | |
dc.title | Hempwerks : non-corroding concrete reinforcing made with natural fiber and thermoplastics | |
dc.type | Electronic thesis | |
dc.type | Thesis | |
dc.date.updated | 2022-11-10T20:04:49Z | |
dc.rights.holder | This electronic version is a licensed copy owned by Rensselaer Polytechnic Institute (RPI), Troy, NY. Copyright of original work retained by author. | |
dc.description.degree | MS | |
dc.relation.department | School of Architecture | |