Coupled Hygro-Mechanical Finite Element Method on Determination of the Interlaminar Shear Modulus of Glass Fiber-Reinforced Polymer Laminates in Bridge Decks under Hygrothermal Aging Effects

To investigate the mechanical degradation of the shear properties of glass fiber-reinforced polymer (GFRP) laminates in bridge decks under hygrothermal aging effects, short-beam shear tests were performed following the ASTM test standard (ASTM D790-10A). Based on the coupled hygro-mechanical finite...
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Autor*in:	Xu Jiang [verfasserIn] Chengwei Luo [verfasserIn] Xuhong Qiang [verfasserIn] Qilin Zhang [verfasserIn] Henk Kolstein [verfasserIn] Frans Bijlaard [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2018

Schlagwörter:	fiber-reinforced polymer composite interlaminar shear modulus hygrothermal aging effect mechanical degradation short-beam test finite element method

Übergeordnetes Werk:	In: Polymers - MDPI AG, 2011, 10(2018), 8, p 845
Übergeordnetes Werk:	volume:10 ; year:2018 ; number:8, p 845

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.3390/polym10080845

Katalog-ID:	DOAJ010704272

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520			\|a To investigate the mechanical degradation of the shear properties of glass fiber-reinforced polymer (GFRP) laminates in bridge decks under hygrothermal aging effects, short-beam shear tests were performed following the ASTM test standard (ASTM D790-10A). Based on the coupled hygro-mechanical finite element (FE) analysis method, an inverse parameter identification approach based on short-beam shear tests was developed and then employed to determine the environment-dependent interlaminar shear modulus of GFRP laminates. Subsequently, the shear strength and modulus of dry (0% Mt/M∞), moisture unsaturated (30% Mt/M∞ and 50% Mt/M∞), and moisture saturated (100% Mt/M∞) specimens at test temperatures of both 20 °C and 40 °C were compared. One cycle of the moisture absorption–desorption process was also investigated to address how the moisture-induced residual damage degrades the shear properties of GFRP laminates. The results revealed that the shear strength and modulus of moisture-saturated GFRP laminates decreased significantly, and the elevated testing temperature (40 °C) aggravated moisture-induced mechanical degradation. Moreover, an unrecoverable loss of shear properties for the GFRP laminates enduring one cycle of the moisture absorption–desorption process was evident.
650		4	\|a fiber-reinforced polymer composite
650		4	\|a interlaminar shear modulus
650		4	\|a hygrothermal aging effect
650		4	\|a mechanical degradation
650		4	\|a short-beam test
650		4	\|a finite element method
653		0	\|a Organic chemistry
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callnumber-first	Q - Science
author	Xu Jiang
spellingShingle	Xu Jiang misc QD241-441 misc fiber-reinforced polymer composite misc interlaminar shear modulus misc hygrothermal aging effect misc mechanical degradation misc short-beam test misc finite element method misc Organic chemistry Coupled Hygro-Mechanical Finite Element Method on Determination of the Interlaminar Shear Modulus of Glass Fiber-Reinforced Polymer Laminates in Bridge Decks under Hygrothermal Aging Effects
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topic_title	QD241-441 Coupled Hygro-Mechanical Finite Element Method on Determination of the Interlaminar Shear Modulus of Glass Fiber-Reinforced Polymer Laminates in Bridge Decks under Hygrothermal Aging Effects fiber-reinforced polymer composite interlaminar shear modulus hygrothermal aging effect mechanical degradation short-beam test finite element method
topic	misc QD241-441 misc fiber-reinforced polymer composite misc interlaminar shear modulus misc hygrothermal aging effect misc mechanical degradation misc short-beam test misc finite element method misc Organic chemistry
topic_unstemmed	misc QD241-441 misc fiber-reinforced polymer composite misc interlaminar shear modulus misc hygrothermal aging effect misc mechanical degradation misc short-beam test misc finite element method misc Organic chemistry
topic_browse	misc QD241-441 misc fiber-reinforced polymer composite misc interlaminar shear modulus misc hygrothermal aging effect misc mechanical degradation misc short-beam test misc finite element method misc Organic chemistry
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title	Coupled Hygro-Mechanical Finite Element Method on Determination of the Interlaminar Shear Modulus of Glass Fiber-Reinforced Polymer Laminates in Bridge Decks under Hygrothermal Aging Effects
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title_full	Coupled Hygro-Mechanical Finite Element Method on Determination of the Interlaminar Shear Modulus of Glass Fiber-Reinforced Polymer Laminates in Bridge Decks under Hygrothermal Aging Effects
author_sort	Xu Jiang
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author_browse	Xu Jiang Chengwei Luo Xuhong Qiang Qilin Zhang Henk Kolstein Frans Bijlaard
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doi_str_mv	10.3390/polym10080845
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title_sort	coupled hygro-mechanical finite element method on determination of the interlaminar shear modulus of glass fiber-reinforced polymer laminates in bridge decks under hygrothermal aging effects
callnumber	QD241-441
title_auth	Coupled Hygro-Mechanical Finite Element Method on Determination of the Interlaminar Shear Modulus of Glass Fiber-Reinforced Polymer Laminates in Bridge Decks under Hygrothermal Aging Effects
abstract	To investigate the mechanical degradation of the shear properties of glass fiber-reinforced polymer (GFRP) laminates in bridge decks under hygrothermal aging effects, short-beam shear tests were performed following the ASTM test standard (ASTM D790-10A). Based on the coupled hygro-mechanical finite element (FE) analysis method, an inverse parameter identification approach based on short-beam shear tests was developed and then employed to determine the environment-dependent interlaminar shear modulus of GFRP laminates. Subsequently, the shear strength and modulus of dry (0% Mt/M∞), moisture unsaturated (30% Mt/M∞ and 50% Mt/M∞), and moisture saturated (100% Mt/M∞) specimens at test temperatures of both 20 °C and 40 °C were compared. One cycle of the moisture absorption–desorption process was also investigated to address how the moisture-induced residual damage degrades the shear properties of GFRP laminates. The results revealed that the shear strength and modulus of moisture-saturated GFRP laminates decreased significantly, and the elevated testing temperature (40 °C) aggravated moisture-induced mechanical degradation. Moreover, an unrecoverable loss of shear properties for the GFRP laminates enduring one cycle of the moisture absorption–desorption process was evident.
abstractGer	To investigate the mechanical degradation of the shear properties of glass fiber-reinforced polymer (GFRP) laminates in bridge decks under hygrothermal aging effects, short-beam shear tests were performed following the ASTM test standard (ASTM D790-10A). Based on the coupled hygro-mechanical finite element (FE) analysis method, an inverse parameter identification approach based on short-beam shear tests was developed and then employed to determine the environment-dependent interlaminar shear modulus of GFRP laminates. Subsequently, the shear strength and modulus of dry (0% Mt/M∞), moisture unsaturated (30% Mt/M∞ and 50% Mt/M∞), and moisture saturated (100% Mt/M∞) specimens at test temperatures of both 20 °C and 40 °C were compared. One cycle of the moisture absorption–desorption process was also investigated to address how the moisture-induced residual damage degrades the shear properties of GFRP laminates. The results revealed that the shear strength and modulus of moisture-saturated GFRP laminates decreased significantly, and the elevated testing temperature (40 °C) aggravated moisture-induced mechanical degradation. Moreover, an unrecoverable loss of shear properties for the GFRP laminates enduring one cycle of the moisture absorption–desorption process was evident.
abstract_unstemmed	To investigate the mechanical degradation of the shear properties of glass fiber-reinforced polymer (GFRP) laminates in bridge decks under hygrothermal aging effects, short-beam shear tests were performed following the ASTM test standard (ASTM D790-10A). Based on the coupled hygro-mechanical finite element (FE) analysis method, an inverse parameter identification approach based on short-beam shear tests was developed and then employed to determine the environment-dependent interlaminar shear modulus of GFRP laminates. Subsequently, the shear strength and modulus of dry (0% Mt/M∞), moisture unsaturated (30% Mt/M∞ and 50% Mt/M∞), and moisture saturated (100% Mt/M∞) specimens at test temperatures of both 20 °C and 40 °C were compared. One cycle of the moisture absorption–desorption process was also investigated to address how the moisture-induced residual damage degrades the shear properties of GFRP laminates. The results revealed that the shear strength and modulus of moisture-saturated GFRP laminates decreased significantly, and the elevated testing temperature (40 °C) aggravated moisture-induced mechanical degradation. Moreover, an unrecoverable loss of shear properties for the GFRP laminates enduring one cycle of the moisture absorption–desorption process was evident.
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container_issue	8, p 845
title_short	Coupled Hygro-Mechanical Finite Element Method on Determination of the Interlaminar Shear Modulus of Glass Fiber-Reinforced Polymer Laminates in Bridge Decks under Hygrothermal Aging Effects
url	https://doi.org/10.3390/polym10080845 https://doaj.org/article/d38b9aa800c54406b6edc7c60aa7fc4e http://www.mdpi.com/2073-4360/10/8/845 https://doaj.org/toc/2073-4360
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author2	Chengwei Luo Xuhong Qiang Qilin Zhang Henk Kolstein Frans Bijlaard
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doi_str	10.3390/polym10080845
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up_date	2024-07-03T16:18:10.004Z
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Based on the coupled hygro-mechanical finite element (FE) analysis method, an inverse parameter identification approach based on short-beam shear tests was developed and then employed to determine the environment-dependent interlaminar shear modulus of GFRP laminates. Subsequently, the shear strength and modulus of dry (0% Mt/M&infin;), moisture unsaturated (30% Mt/M&infin; and 50% Mt/M&infin;), and moisture saturated (100% Mt/M&infin;) specimens at test temperatures of both 20 &deg;C and 40 &deg;C were compared. One cycle of the moisture absorption&ndash;desorption process was also investigated to address how the moisture-induced residual damage degrades the shear properties of GFRP laminates. The results revealed that the shear strength and modulus of moisture-saturated GFRP laminates decreased significantly, and the elevated testing temperature (40 &deg;C) aggravated moisture-induced mechanical degradation. 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Coupled Hygro-Mechanical Finite Element Method on Determination of the Interlaminar Shear Modulus of Glass Fiber-Reinforced Polymer Laminates in Bridge Decks under Hygrothermal Aging Effects

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