Analysis and modelling composite timber-concrete systems: Design of bridge structure according to EN
| Autor: | Tatjana Kocetov-Misulic, Dragan Manojlovic |
|---|---|
| Rok vydání: | 2016 |
| Předmět: |
Engineering
FE modeling timber eurocodes Slip modulus fe modeling Composite number 0211 other engineering and technologies Timber 020101 civil engineering 02 engineering and technology Eurocode Construction engineering Bridge (nautical) 0201 civil engineering Deck dimensional proportions Arch bridge 021105 building & construction slip modulus Structure (mathematical logic) Composite structures business.industry dowels Structural engineering Experimental research lcsh:TA1-2040 Eurocodes concrete Systems design lcsh:Engineering (General). Civil engineering (General) arch bridge structure business Dowels composite structures Concrete Dimensional proportions |
| Zdroj: | Građevinski materijali i konstrukcije (2016) 59(4):47-74 Građevinski Materijali i Konstrukcije, Vol 59, Iss 4, Pp 47-74 (2016) |
| ISSN: | 0543-0798 |
| DOI: | 10.5937/grmk1604047m |
| Popis: | Timber-concrete composite structures are already applied more than 80 years in engineering practice, went trought the intuitive problem solution to the fully prefabricated hybride assemblies for dry building. The development path of timber-concrete composites was always followed by extensive theoretical and experimental research, whose results were successfully implemented in practice, i.e. on the market, but till presence didn't result in modern designer's code. In expectation of new European codes for timber-concrete composites, the objective of the paper is to provide a comprehensive review of available standards provisions and recent conclusions from literature. The key issues for practical design are highlighted and ilustrated on the example of glulam composite arch bridge structure with concrete deck, according the Eurocodes. |
| Databáze: | OpenAIRE |
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