Natural Fiber-Reinforced Composites in Precast Modular Construction: A Critical Review of Structural Viability and Durability Considerations for High-Rise Applications

dc.contributor.authorHosseini, Mahdi
dc.contributor.authorGaff, Milan
dc.contributor.authorKonvalinka, Petr
dc.contributor.authorHui, David
dc.contributor.authorWei, Yang
dc.contributor.authorGhosh, Pritam
dc.contributor.authorHosseini, Ahmad
dc.contributor.authorPandey, Punit Kumar
dc.date.accessioned2026-03-26T02:04:00Z
dc.date.issued2026
dc.date.updated2026-03-26T02:04:00Z
dc.description.abstractNatural Fiber-Reinforced Polymer Composites (NFRPCs), which utilize renewable lignocellulosic fibers, present a compelling, low-carbon alternative. These materials offer substantial environmental benefits. Furthermore, their low density and high specific stiffness (e.g. flax rivaling E-glass on a weight-normalized basis) make them structurally appealing for lightweight, prefabricated elements in high-rise applications. This critical review synthesized contemporary research on integrating NFRPCs into precast modular structures, rigorously assessing their structural viability, material variability, and long-term durability. The analysis confirmed that NFRPCs are immediately viable for high-performance, secondary applications, such as façade cladding and partition systems. In these roles, they exhibit intrinsically beneficial properties, including a very low thermal conductivity (~0.05-0.15 W/m K) and high acoustic absorption (~0.4-0.8), offering superior integrated thermal and acoustic performance compared to traditional inert materials. Durability is challenged by the hygroscopic nature of lignocellulosic fibers, leading to significant moisture absorption, interface weakening, and substantial mechanical degradation, with retained strength potentially dropping to 40-60% of initial values under severe hygrothermal or alkaline exposure. Compounding this, the high inherent variability of natural fibers results in a large coefficient of variation (~0.30-0.40), which necessitates the use of highly conservative material partial safety factors (~1.8-2.2) in reliability-based design, thereby severely limiting the material's usable load-bearing capacity.en
dc.description.versionOA
dc.format2629567
dc.identifier.issn1544-0478Sherpa/RoMEOJCR
dc.identifier.orcidGaff, Milan 0000-0003-2380-328X
dc.identifier.urihttp://hdl.handle.net/20.500.12698/2237
dc.publisherTaylor & Francis Inc.
dc.relation.ispartofJournal of Natural Fibers
dc.relation.urihttps://doi.org/10.1080/15440478.2026.2629567
dc.rightsCC BY 4.0
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/
dc.subjectNatural fiber-reinforced compositesen
dc.subjectstructural viabilityen
dc.subjectstructural durabilityen
dc.subjectmodular precast constructionen
dc.subjecthigh-rise applicationsen
dc.subjectsandwich panelsen
dc.titleNatural Fiber-Reinforced Composites in Precast Modular Construction: A Critical Review of Structural Viability and Durability Considerations for High-Rise Applicationsen
dc.typearticle
local.contributor.affiliationLDF
local.identifier.doi10.1080/15440478.2026.2629567
local.identifier.e-issn1544-046XSherpa/RoMEOJCR
local.identifier.obd43929848
local.identifier.scopus2-s2.0-105030713840
local.identifier.wos001697420700001
local.number1
local.volume23

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