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Mechanical and thermal insulate behaviors of pultruded GFRP truss-core sandwich panels filled with EPS mortar

Wybrane pełne teksty z tego czasopisma
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Pultruded sandwich panel (PSP) usually has light weight, but its flexural performance is limited by the weak shear strength. Filling into expanded polystyrene (EPS) mortar can effectively improve the mechanical properties. The bending performance and failure mode of the EPS mortar-filled PSP were investigated by flexural testing. The ultimate bearing capacity improved from 49.562 kN for unfilled PSP to 72.065 kN for EPS mortar-filled PSP. The equivalent shear modulus is increased from 140.068 to 354.685 MPa. Increasing the EPS mortar’s density, the failure of EPS mortar-filled PSP would change from core shear failure, local indentation failure to overall shear failure. According to the thermal insulation tests, which shows EPS mortar-filled PSPs have excellent thermal insulation, the thermal insulation performance of different types of filler PSPs are obtained. The research on the mechanical and thermal insulation properties of EPS mortar-filled PSP can provide technical support for its application in engineering.
Rocznik
Strony
593--604
Opis fizyczny
Bibliogr. 19 poz., fot., rys., wykr.
Twórcy
autor
  • State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact, Army Engineering University of PLA, Nanjing 210007, China
  • Department of Civil Engineering, Nanyang Institute of Technology, Nanyang 473004, China
autor
  • Institute of Defense Engineering, AMS, PLA, Beijing 100850, China
autor
  • Institute of Defense Engineering, AMS, PLA, Luoyang 471023, China
autor
  • State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact, Army Engineering University of PLA, Nanjing 210007, China
autor
  • State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact, Army Engineering University of PLA, Nanjing 210007, China
autor
  • State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact, Army Engineering University of PLA, Nanjing 210007, China
autor
  • State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact, Army Engineering University of PLA, Nanjing 210007, China
  • State Key Laboratory of Mechanics and Control of Mechanical Structures, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, China
  • China National Key Laboratory of Science and Technology On Materials Under Shock and Impact, Beijing Institute of Technology, Beijing 100081, China
Bibliografia
  • [1] Satasivam S, Bai Y, Yang Y, et al. Mechanical performance of two-way modular FRP sandwich slabs. Compos Struct. 2018;184:904–16.
  • [2] Yanes-Armas S, de Castro J, Keller T. System transverse in-plane shear stiffness of pultruded GFRP bridge decks. Eng Struct. 2016;107:34–46.
  • [3] Abdolfill H, Garzón-Roca J, Escusa G, et al. Development of a composite prototype with GFRP profiles and sandwich panelsused as a floor module of an emergency house. Compos Struct. 2016;153:81–95.
  • [4] Gohari S, Burvill C, Teshnizi SS, et al. Localized failure analysis of internally pressurized laminated ellipsoidal woven GFRP composite domes: analytical, numerical, and experimental studies. Arch Civ Mech Eng. 2019;19(4):1235–50.
  • [5] Shokrollah S, Soheil G, Masoumeh S, et al. Fracture of laminated woven GFRP composite pressure vessels under combined low-velocity impact and internal pressure. Arch Civ Mech Eng. 2018;18(4):1715–28.
  • [6] Zhang B, He HG, Zhou JN, et al. Construction and failure analysis of ultra-light GFRC fluted-core sandwich protective structures. Compos Sci Technol. 2019;173:73–82.
  • [7] Cook DJ. Expanded polystyrene beads as lightweight aggregate for concrete. Precast Concr. 1973;4(12):691–3.
  • [8] Bouvard D, Chaix J-M, Dendievel R, et al. Characterization and simulation of microstructure and properties of EPS lightweight concrete. Cem Concr Res. 2007;37(12):1666–73.
  • [9] Li Y, Liu N, Chen B. Properties of lightweight concrete composed of magnesia phosphate cement and expanded polystyrene aggregates. Mater Struct. 2015;48(1–2):269–76.
  • [10] Mohajerani A, Ashdown M, Abdihashi L, Nazem M. Expanded polystyrene geofoam in pavement construction. Constr Build Mater. 2017;157:438–48.
  • [11] Del Rio Merino M, Sáez PV, Longobardi I, Astorqui JSC, Porras-Amores C. Redesigning lightweight gypsum with mixes of polystyrene waste from construction and demolition waste. J Clean Prod. 2019;220:144–51.
  • [12] Sherif S, Anwar MB, Eskander SS. Long term behavior of eps geofoam for road embankments, advances in geosynthetics engineering: proceedings of the 2nd GeoMEast international congress and exhibition on sustainable civil infrastructures, Egypt 2018—the official international congress of the soil- structure interaction group in Egypt (SSIGE), Springer, 2018, p. 97.
  • [13] Gomes MG, Flores-Colen I, da Silva F, Pedroso M. Thermal conductivity measurement of thermal insulating mortars with EPS and silica aerogel by steady-state and transient methods. Constr Build Mater. 2018;172:696–705.
  • [14] Ramli Sulong NH, Mustapa SAS, Abdul Rashid MK. Application of expanded polystyrene (EPS) in buildings and constructions: a review. J Appl Polym Sci. 2019;136:47529.
  • [15] Zhang B, He HG, Zhou Q, et al. Blast responses of pultruded GFRP fluted-core sandwich panels: testing and analyzing. Polym Testing. 2019;79:106047.
  • [16] Zhang B, He HG, Zhou JN, et al. Construction and failure analysis of ultra-light GFRP fluted-core sandwich protective structures. Compos Sci Technol. 2019;173:73–82.
  • [17] GB 50666-2011. Code for construction of concrete structures. Beijing: standardization administration of the People’s Republic of China (SAC), 2011.
  • [18] ASTM C393–00. Standard test method for flexural properties of sandwich constructions. West Conshohocken: ASTM International, 2011.
  • [19] Sayadi AA, Tapia JV, Neitzert TR, et al. Effects of expanded polystyrene (EPS) particles on fire resistance, thermal conductivity and compressive strength of foamed concrete. Constr Build Mater. 2016;112:716–24.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-b66fce4b-5d82-438a-b4c2-461d6a4f1404
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