Hydroelastic and expansibility analysis of a modular floating photovoltaic system with multi-directional hinge connections

This paper focuses on the hydroelastic and expansibility analysis of a Modular Floating Structure (MFS) with multi-directional hinge connections designed specifically for Floating Photovoltaic (FPV) systems. The MFS incorporates both Ultra-High Performance Concrete (UHPC) and Fiber-Reinforced Polyme...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Li, Zhiqiang [verfasserIn] Chen, Dengshuo [verfasserIn] Feng, Xingya [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2023

Schlagwörter:	Modular floating structure (MFS) Floating photovoltaic system Hydroelastic analysis Expansibility

Übergeordnetes Werk:	Enthalten in: Ocean engineering - Amsterdam [u.a.] : Elsevier Science, 1970, 289
Übergeordnetes Werk:	volume:289

DOI / URN:	10.1016/j.oceaneng.2023.116218

Katalog-ID:	ELV065678990

Internformat


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100	1		\|a Li, Zhiqiang \|e verfasserin \|0 (orcid)0009-0002-7186-4722 \|4 aut
245	1	0	\|a Hydroelastic and expansibility analysis of a modular floating photovoltaic system with multi-directional hinge connections
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520			\|a This paper focuses on the hydroelastic and expansibility analysis of a Modular Floating Structure (MFS) with multi-directional hinge connections designed specifically for Floating Photovoltaic (FPV) systems. The MFS incorporates both Ultra-High Performance Concrete (UHPC) and Fiber-Reinforced Polymer (FRP) materials. This study focuses on methodology, hydroelastic and expansibility analysis for the proposed MFS. Various parameters, including dimensionless structural parameters, module stiffness, module size, and wave parameters, are investigated. The hydroelastic analysis firstly reveals the distinct responses of the MFS to different stiffness values at notable wavelengths. Higher stiffness leads to more pronounced responsiveness, and the structure’s response amplifies with increasing stiffness. The investigation of module size indicates that smaller module sizes result in larger vertical displacement and smaller moments, while hydroelastic responses are relatively insensitive to module size in long waves. The hydroelastic analysis further explores the influence of wave angle on the MFS, demonstrating that internal forces become more critical with increasing wave angle. However, the difference in response due to wave angle diminishes in long waves. Additionally, the study investigates the expansibility of the MFS, determining the optimal number of modules for achieving maximum response. The MFS reaches its maximum response limit at a specific wavelength, and further module additions have limited impact on response improvement.
650		4	\|a Modular floating structure (MFS)
650		4	\|a Floating photovoltaic system
650		4	\|a Hydroelastic analysis
650		4	\|a Expansibility
700	1		\|a Chen, Dengshuo \|e verfasserin \|0 (orcid)0000-0002-7807-8567 \|4 aut
700	1		\|a Feng, Xingya \|e verfasserin \|4 aut
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allfields	10.1016/j.oceaneng.2023.116218 doi (DE-627)ELV065678990 (ELSEVIER)S0029-8018(23)02602-1 DE-627 ger DE-627 rda eng 690 VZ 50.92 bkl Li, Zhiqiang verfasserin (orcid)0009-0002-7186-4722 aut Hydroelastic and expansibility analysis of a modular floating photovoltaic system with multi-directional hinge connections 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper focuses on the hydroelastic and expansibility analysis of a Modular Floating Structure (MFS) with multi-directional hinge connections designed specifically for Floating Photovoltaic (FPV) systems. The MFS incorporates both Ultra-High Performance Concrete (UHPC) and Fiber-Reinforced Polymer (FRP) materials. This study focuses on methodology, hydroelastic and expansibility analysis for the proposed MFS. Various parameters, including dimensionless structural parameters, module stiffness, module size, and wave parameters, are investigated. The hydroelastic analysis firstly reveals the distinct responses of the MFS to different stiffness values at notable wavelengths. Higher stiffness leads to more pronounced responsiveness, and the structure’s response amplifies with increasing stiffness. The investigation of module size indicates that smaller module sizes result in larger vertical displacement and smaller moments, while hydroelastic responses are relatively insensitive to module size in long waves. The hydroelastic analysis further explores the influence of wave angle on the MFS, demonstrating that internal forces become more critical with increasing wave angle. However, the difference in response due to wave angle diminishes in long waves. Additionally, the study investigates the expansibility of the MFS, determining the optimal number of modules for achieving maximum response. The MFS reaches its maximum response limit at a specific wavelength, and further module additions have limited impact on response improvement. Modular floating structure (MFS) Floating photovoltaic system Hydroelastic analysis Expansibility Chen, Dengshuo verfasserin (orcid)0000-0002-7807-8567 aut Feng, Xingya verfasserin aut Enthalten in Ocean engineering Amsterdam [u.a.] : Elsevier Science, 1970 289 Online-Ressource (DE-627)30658977X (DE-600)1498543-3 (DE-576)259484164 0029-8018 nnns volume:289 GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 50.92 Meerestechnik VZ AR 289
spelling	10.1016/j.oceaneng.2023.116218 doi (DE-627)ELV065678990 (ELSEVIER)S0029-8018(23)02602-1 DE-627 ger DE-627 rda eng 690 VZ 50.92 bkl Li, Zhiqiang verfasserin (orcid)0009-0002-7186-4722 aut Hydroelastic and expansibility analysis of a modular floating photovoltaic system with multi-directional hinge connections 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper focuses on the hydroelastic and expansibility analysis of a Modular Floating Structure (MFS) with multi-directional hinge connections designed specifically for Floating Photovoltaic (FPV) systems. The MFS incorporates both Ultra-High Performance Concrete (UHPC) and Fiber-Reinforced Polymer (FRP) materials. This study focuses on methodology, hydroelastic and expansibility analysis for the proposed MFS. Various parameters, including dimensionless structural parameters, module stiffness, module size, and wave parameters, are investigated. The hydroelastic analysis firstly reveals the distinct responses of the MFS to different stiffness values at notable wavelengths. Higher stiffness leads to more pronounced responsiveness, and the structure’s response amplifies with increasing stiffness. The investigation of module size indicates that smaller module sizes result in larger vertical displacement and smaller moments, while hydroelastic responses are relatively insensitive to module size in long waves. The hydroelastic analysis further explores the influence of wave angle on the MFS, demonstrating that internal forces become more critical with increasing wave angle. However, the difference in response due to wave angle diminishes in long waves. Additionally, the study investigates the expansibility of the MFS, determining the optimal number of modules for achieving maximum response. The MFS reaches its maximum response limit at a specific wavelength, and further module additions have limited impact on response improvement. Modular floating structure (MFS) Floating photovoltaic system Hydroelastic analysis Expansibility Chen, Dengshuo verfasserin (orcid)0000-0002-7807-8567 aut Feng, Xingya verfasserin aut Enthalten in Ocean engineering Amsterdam [u.a.] : Elsevier Science, 1970 289 Online-Ressource (DE-627)30658977X (DE-600)1498543-3 (DE-576)259484164 0029-8018 nnns volume:289 GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 50.92 Meerestechnik VZ AR 289
allfields_unstemmed	10.1016/j.oceaneng.2023.116218 doi (DE-627)ELV065678990 (ELSEVIER)S0029-8018(23)02602-1 DE-627 ger DE-627 rda eng 690 VZ 50.92 bkl Li, Zhiqiang verfasserin (orcid)0009-0002-7186-4722 aut Hydroelastic and expansibility analysis of a modular floating photovoltaic system with multi-directional hinge connections 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper focuses on the hydroelastic and expansibility analysis of a Modular Floating Structure (MFS) with multi-directional hinge connections designed specifically for Floating Photovoltaic (FPV) systems. The MFS incorporates both Ultra-High Performance Concrete (UHPC) and Fiber-Reinforced Polymer (FRP) materials. This study focuses on methodology, hydroelastic and expansibility analysis for the proposed MFS. Various parameters, including dimensionless structural parameters, module stiffness, module size, and wave parameters, are investigated. The hydroelastic analysis firstly reveals the distinct responses of the MFS to different stiffness values at notable wavelengths. Higher stiffness leads to more pronounced responsiveness, and the structure’s response amplifies with increasing stiffness. The investigation of module size indicates that smaller module sizes result in larger vertical displacement and smaller moments, while hydroelastic responses are relatively insensitive to module size in long waves. The hydroelastic analysis further explores the influence of wave angle on the MFS, demonstrating that internal forces become more critical with increasing wave angle. However, the difference in response due to wave angle diminishes in long waves. Additionally, the study investigates the expansibility of the MFS, determining the optimal number of modules for achieving maximum response. The MFS reaches its maximum response limit at a specific wavelength, and further module additions have limited impact on response improvement. Modular floating structure (MFS) Floating photovoltaic system Hydroelastic analysis Expansibility Chen, Dengshuo verfasserin (orcid)0000-0002-7807-8567 aut Feng, Xingya verfasserin aut Enthalten in Ocean engineering Amsterdam [u.a.] : Elsevier Science, 1970 289 Online-Ressource (DE-627)30658977X (DE-600)1498543-3 (DE-576)259484164 0029-8018 nnns volume:289 GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 50.92 Meerestechnik VZ AR 289
allfieldsGer	10.1016/j.oceaneng.2023.116218 doi (DE-627)ELV065678990 (ELSEVIER)S0029-8018(23)02602-1 DE-627 ger DE-627 rda eng 690 VZ 50.92 bkl Li, Zhiqiang verfasserin (orcid)0009-0002-7186-4722 aut Hydroelastic and expansibility analysis of a modular floating photovoltaic system with multi-directional hinge connections 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper focuses on the hydroelastic and expansibility analysis of a Modular Floating Structure (MFS) with multi-directional hinge connections designed specifically for Floating Photovoltaic (FPV) systems. The MFS incorporates both Ultra-High Performance Concrete (UHPC) and Fiber-Reinforced Polymer (FRP) materials. This study focuses on methodology, hydroelastic and expansibility analysis for the proposed MFS. Various parameters, including dimensionless structural parameters, module stiffness, module size, and wave parameters, are investigated. The hydroelastic analysis firstly reveals the distinct responses of the MFS to different stiffness values at notable wavelengths. Higher stiffness leads to more pronounced responsiveness, and the structure’s response amplifies with increasing stiffness. The investigation of module size indicates that smaller module sizes result in larger vertical displacement and smaller moments, while hydroelastic responses are relatively insensitive to module size in long waves. The hydroelastic analysis further explores the influence of wave angle on the MFS, demonstrating that internal forces become more critical with increasing wave angle. However, the difference in response due to wave angle diminishes in long waves. Additionally, the study investigates the expansibility of the MFS, determining the optimal number of modules for achieving maximum response. The MFS reaches its maximum response limit at a specific wavelength, and further module additions have limited impact on response improvement. Modular floating structure (MFS) Floating photovoltaic system Hydroelastic analysis Expansibility Chen, Dengshuo verfasserin (orcid)0000-0002-7807-8567 aut Feng, Xingya verfasserin aut Enthalten in Ocean engineering Amsterdam [u.a.] : Elsevier Science, 1970 289 Online-Ressource (DE-627)30658977X (DE-600)1498543-3 (DE-576)259484164 0029-8018 nnns volume:289 GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 50.92 Meerestechnik VZ AR 289
allfieldsSound	10.1016/j.oceaneng.2023.116218 doi (DE-627)ELV065678990 (ELSEVIER)S0029-8018(23)02602-1 DE-627 ger DE-627 rda eng 690 VZ 50.92 bkl Li, Zhiqiang verfasserin (orcid)0009-0002-7186-4722 aut Hydroelastic and expansibility analysis of a modular floating photovoltaic system with multi-directional hinge connections 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper focuses on the hydroelastic and expansibility analysis of a Modular Floating Structure (MFS) with multi-directional hinge connections designed specifically for Floating Photovoltaic (FPV) systems. The MFS incorporates both Ultra-High Performance Concrete (UHPC) and Fiber-Reinforced Polymer (FRP) materials. This study focuses on methodology, hydroelastic and expansibility analysis for the proposed MFS. Various parameters, including dimensionless structural parameters, module stiffness, module size, and wave parameters, are investigated. The hydroelastic analysis firstly reveals the distinct responses of the MFS to different stiffness values at notable wavelengths. Higher stiffness leads to more pronounced responsiveness, and the structure’s response amplifies with increasing stiffness. The investigation of module size indicates that smaller module sizes result in larger vertical displacement and smaller moments, while hydroelastic responses are relatively insensitive to module size in long waves. The hydroelastic analysis further explores the influence of wave angle on the MFS, demonstrating that internal forces become more critical with increasing wave angle. However, the difference in response due to wave angle diminishes in long waves. Additionally, the study investigates the expansibility of the MFS, determining the optimal number of modules for achieving maximum response. The MFS reaches its maximum response limit at a specific wavelength, and further module additions have limited impact on response improvement. Modular floating structure (MFS) Floating photovoltaic system Hydroelastic analysis Expansibility Chen, Dengshuo verfasserin (orcid)0000-0002-7807-8567 aut Feng, Xingya verfasserin aut Enthalten in Ocean engineering Amsterdam [u.a.] : Elsevier Science, 1970 289 Online-Ressource (DE-627)30658977X (DE-600)1498543-3 (DE-576)259484164 0029-8018 nnns volume:289 GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 50.92 Meerestechnik VZ AR 289
language	English
source	Enthalten in Ocean engineering 289 volume:289
sourceStr	Enthalten in Ocean engineering 289 volume:289
format_phy_str_mv	Article
bklname	Meerestechnik
institution	findex.gbv.de
topic_facet	Modular floating structure (MFS) Floating photovoltaic system Hydroelastic analysis Expansibility
dewey-raw	690
isfreeaccess_bool	false
container_title	Ocean engineering
authorswithroles_txt_mv	Li, Zhiqiang @@aut@@ Chen, Dengshuo @@aut@@ Feng, Xingya @@aut@@
publishDateDaySort_date	2023-01-01T00:00:00Z
hierarchy_top_id	30658977X
dewey-sort	3690
id	ELV065678990
language_de	englisch
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author	Li, Zhiqiang
spellingShingle	Li, Zhiqiang ddc 690 bkl 50.92 misc Modular floating structure (MFS) misc Floating photovoltaic system misc Hydroelastic analysis misc Expansibility Hydroelastic and expansibility analysis of a modular floating photovoltaic system with multi-directional hinge connections
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topic_title	690 VZ 50.92 bkl Hydroelastic and expansibility analysis of a modular floating photovoltaic system with multi-directional hinge connections Modular floating structure (MFS) Floating photovoltaic system Hydroelastic analysis Expansibility
topic	ddc 690 bkl 50.92 misc Modular floating structure (MFS) misc Floating photovoltaic system misc Hydroelastic analysis misc Expansibility
topic_unstemmed	ddc 690 bkl 50.92 misc Modular floating structure (MFS) misc Floating photovoltaic system misc Hydroelastic analysis misc Expansibility
topic_browse	ddc 690 bkl 50.92 misc Modular floating structure (MFS) misc Floating photovoltaic system misc Hydroelastic analysis misc Expansibility
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title	Hydroelastic and expansibility analysis of a modular floating photovoltaic system with multi-directional hinge connections
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title_full	Hydroelastic and expansibility analysis of a modular floating photovoltaic system with multi-directional hinge connections
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author_browse	Li, Zhiqiang Chen, Dengshuo Feng, Xingya
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title_sort	hydroelastic and expansibility analysis of a modular floating photovoltaic system with multi-directional hinge connections
title_auth	Hydroelastic and expansibility analysis of a modular floating photovoltaic system with multi-directional hinge connections
abstract	This paper focuses on the hydroelastic and expansibility analysis of a Modular Floating Structure (MFS) with multi-directional hinge connections designed specifically for Floating Photovoltaic (FPV) systems. The MFS incorporates both Ultra-High Performance Concrete (UHPC) and Fiber-Reinforced Polymer (FRP) materials. This study focuses on methodology, hydroelastic and expansibility analysis for the proposed MFS. Various parameters, including dimensionless structural parameters, module stiffness, module size, and wave parameters, are investigated. The hydroelastic analysis firstly reveals the distinct responses of the MFS to different stiffness values at notable wavelengths. Higher stiffness leads to more pronounced responsiveness, and the structure’s response amplifies with increasing stiffness. The investigation of module size indicates that smaller module sizes result in larger vertical displacement and smaller moments, while hydroelastic responses are relatively insensitive to module size in long waves. The hydroelastic analysis further explores the influence of wave angle on the MFS, demonstrating that internal forces become more critical with increasing wave angle. However, the difference in response due to wave angle diminishes in long waves. Additionally, the study investigates the expansibility of the MFS, determining the optimal number of modules for achieving maximum response. The MFS reaches its maximum response limit at a specific wavelength, and further module additions have limited impact on response improvement.
abstractGer	This paper focuses on the hydroelastic and expansibility analysis of a Modular Floating Structure (MFS) with multi-directional hinge connections designed specifically for Floating Photovoltaic (FPV) systems. The MFS incorporates both Ultra-High Performance Concrete (UHPC) and Fiber-Reinforced Polymer (FRP) materials. This study focuses on methodology, hydroelastic and expansibility analysis for the proposed MFS. Various parameters, including dimensionless structural parameters, module stiffness, module size, and wave parameters, are investigated. The hydroelastic analysis firstly reveals the distinct responses of the MFS to different stiffness values at notable wavelengths. Higher stiffness leads to more pronounced responsiveness, and the structure’s response amplifies with increasing stiffness. The investigation of module size indicates that smaller module sizes result in larger vertical displacement and smaller moments, while hydroelastic responses are relatively insensitive to module size in long waves. The hydroelastic analysis further explores the influence of wave angle on the MFS, demonstrating that internal forces become more critical with increasing wave angle. However, the difference in response due to wave angle diminishes in long waves. Additionally, the study investigates the expansibility of the MFS, determining the optimal number of modules for achieving maximum response. The MFS reaches its maximum response limit at a specific wavelength, and further module additions have limited impact on response improvement.
abstract_unstemmed	This paper focuses on the hydroelastic and expansibility analysis of a Modular Floating Structure (MFS) with multi-directional hinge connections designed specifically for Floating Photovoltaic (FPV) systems. The MFS incorporates both Ultra-High Performance Concrete (UHPC) and Fiber-Reinforced Polymer (FRP) materials. This study focuses on methodology, hydroelastic and expansibility analysis for the proposed MFS. Various parameters, including dimensionless structural parameters, module stiffness, module size, and wave parameters, are investigated. The hydroelastic analysis firstly reveals the distinct responses of the MFS to different stiffness values at notable wavelengths. Higher stiffness leads to more pronounced responsiveness, and the structure’s response amplifies with increasing stiffness. The investigation of module size indicates that smaller module sizes result in larger vertical displacement and smaller moments, while hydroelastic responses are relatively insensitive to module size in long waves. The hydroelastic analysis further explores the influence of wave angle on the MFS, demonstrating that internal forces become more critical with increasing wave angle. However, the difference in response due to wave angle diminishes in long waves. Additionally, the study investigates the expansibility of the MFS, determining the optimal number of modules for achieving maximum response. The MFS reaches its maximum response limit at a specific wavelength, and further module additions have limited impact on response improvement.
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title_short	Hydroelastic and expansibility analysis of a modular floating photovoltaic system with multi-directional hinge connections
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doi_str	10.1016/j.oceaneng.2023.116218
up_date	2024-07-06T23:52:11.551Z
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Hydroelastic and expansibility analysis of a modular floating photovoltaic system with multi-directional hinge connections

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