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contributor authorSusan-Alexis Brown
contributor authorGiovanni Di Luzio
contributor authorGianluca Cusatis
date accessioned2024-12-24T10:25:16Z
date available2024-12-24T10:25:16Z
date copyright7/1/2024 12:00:00 AM
date issued2024
identifier otherJENMDT.EMENG-7603.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298886
description abstractMass timber has gained increasing focus as a sustainable alternative to concrete structures, and recent innovations have allowed timber buildings as high as 25 stories. However, although critical factors such as fire safety have been studied thoroughly, other facets, such as long-term material performance, have been neglected. Thorough assessments of sustainability must consider the full service life of a building, including its time-dependent behavior. Deformations in timber elements undergoing these time-dependent effects, namely creep, will have notable implications for the serviceability of a building. This study proposes a comprehensive model for predicting moisture-dependent creep in timber, based on the theory of microprestress in partially saturated porous materials. The model is implemented numerically using a Kelvin-chain approximation for basic creep and midpoint integration for mechanosorptive effects, resulting in a computationally efficient approach. Results show the model is able to fully capture the effects of moisture cycling, including effects of hygrothermal gradients. Using both calibrated and estimated parameters the model also predicts with reasonable accuracy the long-term moisture-dependent creep in structural-scale mass timber elements.
publisherAmerican Society of Civil Engineers
titleMicroprestress Theory for the Prediction of Mechanosorptive Creep in Wood
typeJournal Article
journal volume150
journal issue7
journal titleJournal of Engineering Mechanics
identifier doi10.1061/JENMDT.EMENG-7603
journal fristpage04024038-1
journal lastpage04024038-11
page11
treeJournal of Engineering Mechanics:;2024:;Volume ( 150 ):;issue: 007
contenttypeFulltext


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