Structural behaviour of hybrid composite-concrete floors: Experimental validation and analytical simulation
• Two 3m span hybrid composite-concrete floors are tested under four point bending. • The load-deflection behaviour of hybrid floors is analytically modelled. • A good agreement is found between experiments and the analytical model. • All tested hybrid floors fulfil the SLS deflection and ULS loadbe...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
De Sutter, S. [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2016 |
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| Schlagwörter: |
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| Umfang: |
10 |
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| Übergeordnetes Werk: |
Enthalten in: Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China - Ye, Xuehua ELSEVIER, 2018, Amsterdam [u.a.] |
|---|---|
| Übergeordnetes Werk: |
volume:125 ; year:2016 ; day:30 ; month:10 ; pages:790-799 ; extent:10 |
| Links: |
|---|
| DOI / URN: |
10.1016/j.conbuildmat.2016.08.109 |
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| 520 | |a • Two 3m span hybrid composite-concrete floors are tested under four point bending. • The load-deflection behaviour of hybrid floors is analytically modelled. • A good agreement is found between experiments and the analytical model. • All tested hybrid floors fulfil the SLS deflection and ULS loadbearing requirements. | ||
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10.1016/j.conbuildmat.2016.08.109 doi GBVA2016015000023.pica (DE-627)ELV014316366 (ELSEVIER)S0950-0618(16)31373-3 DE-627 ger DE-627 rakwb eng 690 690 DE-600 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl De Sutter, S. verfasserin aut Structural behaviour of hybrid composite-concrete floors: Experimental validation and analytical simulation 2016 10 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • Two 3m span hybrid composite-concrete floors are tested under four point bending. • The load-deflection behaviour of hybrid floors is analytically modelled. • A good agreement is found between experiments and the analytical model. • All tested hybrid floors fulfil the SLS deflection and ULS loadbearing requirements. Analytical model Elsevier Beam-and-block floor Elsevier Load-deflection Elsevier Structural Stay-in-Place (SiP) formwork Elsevier Textile Reinforced Cement (TRC) composite Elsevier Verbruggen, S. oth Tysmans, T. oth Enthalten in Elsevier Science Ye, Xuehua ELSEVIER Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China 2018 Amsterdam [u.a.] (DE-627)ELV001081918 volume:125 year:2016 day:30 month:10 pages:790-799 extent:10 https://doi.org/10.1016/j.conbuildmat.2016.08.109 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO 43.12 Umweltchemie VZ 43.13 Umwelttoxikologie VZ 44.13 Medizinische Ökologie VZ AR 125 2016 30 1030 790-799 10 045F 690 |
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Structural behaviour of hybrid composite-concrete floors: Experimental validation and analytical simulation |
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• Two 3m span hybrid composite-concrete floors are tested under four point bending. • The load-deflection behaviour of hybrid floors is analytically modelled. • A good agreement is found between experiments and the analytical model. • All tested hybrid floors fulfil the SLS deflection and ULS loadbearing requirements. |
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• Two 3m span hybrid composite-concrete floors are tested under four point bending. • The load-deflection behaviour of hybrid floors is analytically modelled. • A good agreement is found between experiments and the analytical model. • All tested hybrid floors fulfil the SLS deflection and ULS loadbearing requirements. |
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• Two 3m span hybrid composite-concrete floors are tested under four point bending. • The load-deflection behaviour of hybrid floors is analytically modelled. • A good agreement is found between experiments and the analytical model. • All tested hybrid floors fulfil the SLS deflection and ULS loadbearing requirements. |
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Structural behaviour of hybrid composite-concrete floors: Experimental validation and analytical simulation |
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