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Evaluation of Commercial Wood‐Cement Composites for Sandwich‐Panel Facing

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dc.contributor.author Karam, Gebran N.
dc.contributor.author Gibson, Lorna J.
dc.date.accessioned 2016-02-11T07:28:01Z
dc.date.available 2016-02-11T07:28:01Z
dc.date.copyright 1994
dc.date.issued 2016-02-11
dc.identifier.issn 0899-1561 en_US
dc.identifier.uri http://hdl.handle.net/10725/3040
dc.description.abstract Within the general framework of developing a cement‐based sandwich panel for housing construction, wood‐cement composites were identified as a promising facing material. Five commercially available wood‐cement and natural‐fiber‐cement board products were studied in an experimental program. The modulus of elasticity, the limit of proportionality stress, the modulus of rupture, and the post‐cracking behavior were measured in three‐point bending. The compressive strength and failure mode were characterized from uniaxial compression tests on small cubic specimens. The microstructure of these composites was characterized using a scanning electron microscope. The effect of the fiber reinforcement on the mechanical properties was related to the observed behavior. en_US
dc.language.iso en en_US
dc.title Evaluation of Commercial Wood‐Cement Composites for Sandwich‐Panel Facing en_US
dc.type Article en_US
dc.description.version Published en_US
dc.author.school SOE en_US
dc.author.idnumber 199590200 en_US
dc.author.woa N/A en_US
dc.author.department Civil Engineering en_US
dc.description.embargo N/A en_US
dc.relation.journal Journal of Materials in Civil Engineering en_US
dc.journal.volume 6 en_US
dc.journal.issue 1 en_US
dc.article.pages 100-116 en_US
dc.identifier.doi http://dx.doi.org/10.1061/(ASCE)0899-1561(1994)6:1(100) en_US
dc.identifier.ctation Karam, G. N., & Gibson, L. J. (1994). Evaluation of commercial wood-cement composites for sandwich-panel facing. Journal of materials in civil engineering, 6(1), 100-116. en_US
dc.author.email gkaram@lau.edu.lb
dc.identifier.url http://ascelibrary.org/doi/abs/10.1061/(ASCE)0899-1561(1994)6:1(100)


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