2021
DOI: 10.1016/j.engstruct.2021.112908
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Finite-element-based concept to predict stiffness, strength, and failure of wood composite I-joist beams under various loads and climatic conditions

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Cited by 12 publications
(12 citation statements)
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“…The effect of varied physical properties of wood on its mechanical behavior has also been studied using FEM. Autengruber et al [65] developed a FE simulation concept to enhance the knowledge of failure mechanism in composite I-joist beams made of spruce wood flanges and particleboard web under varying loads and climatic conditions, and for optimization of the cross-section. The authors employed an advanced moisture transport model and multi-surface failure criterion to simulate the moisture-related and brittle failure mechanisms, respectively.…”
Section: Fea Of Wood Moisture Effect On Mechanical Properties Of Wood...mentioning
confidence: 99%
“…The effect of varied physical properties of wood on its mechanical behavior has also been studied using FEM. Autengruber et al [65] developed a FE simulation concept to enhance the knowledge of failure mechanism in composite I-joist beams made of spruce wood flanges and particleboard web under varying loads and climatic conditions, and for optimization of the cross-section. The authors employed an advanced moisture transport model and multi-surface failure criterion to simulate the moisture-related and brittle failure mechanisms, respectively.…”
Section: Fea Of Wood Moisture Effect On Mechanical Properties Of Wood...mentioning
confidence: 99%
“…3 aufgezeigt. Weitere praktische Anwendungen des Modells werden bei der Entwicklung von komplexen I‐Trägern aus Holz in [21] sowie beim Aufbringen von Frischbeton auf einer CLT‐Platte in [22] vorgestellt.…”
Section: Zusammenfassungunclassified
“…3 aufgezeigt. Weitere praktische Anwendungen des Modells werden bei der Entwicklung von komplexen I-Trägern aus Holz in[21] sowie beim Aufbringen von Frischbeton auf einer CLT-Platte in[22] vorgestellt.Die in der Einleitung angesprochene zunehmende Vielfalt an Holzprodukten und Verbindungsmittelsystemen…”
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“…There are many instances where a formwork system failed and collapsed due to improper design regarding the type of materials used or the size and durability of the materials used, and it is important to analyze these occurrences to determine the causes of the failure. A study conducted by Autengruber et al [6] revealed that the exposure to moisture can be detrimental to the structural integrity of the wooden formwork system-they reported that the wet beam undergoes significant physical changes due to the elevated moisture level, resulting in moisture-induced deformations in the cross section within the flange zones that seriously affect the resistance of formwork to the external loads. While the moisture content within the wood may be a common cause for failure in a wooden formwork system, the study of Li and Yin [7] provided an interesting comparison by measuring the performance of permanent textile reinforced concrete (TRC) forms and determining the mode of failure.…”
Section: Introductionmentioning
confidence: 99%