Zululkis IBK Berichtvol. Research Publishing Services, July In addition, tests on continues beams, on cantilever beams as well as tests on openings and punching tests completed the extensive test program. The entire testing program had to be carried out within two weeks to avoid any interference with the ongoing reconstruction process. The evaluation of the results was done with common design methods, diplomrabeit as the m-k-method and the partial shear connection theory.
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Navigationsbereich Im darauffolgenden Abschnitt werden die Versuchsergebnisse dargestellt und ausgewertet. Engineering Structuresvol. The evaluation of the results was done with common design methods, such as the m-k-method and diplimarbeit partial shear connection theory. In the following section, the results of the tests are presented and evaluated.
The tests showed that a sufficient bond still exists between the steel sheets and the concrete and that current design rules properly assess the loadbearing capacity of structures after long-term use. In situ tests on steel deck concrete composite slabs at Zurich International Airport. As preparation of the tests, strips were diamond cut from the slab but left in situ. Experimental analysis on spalling of high-strength concrete. The data generated by these tests enabled the assessment of the composite slabs regarding demolition or adaption of the structure with the associated economic and ecologic effects.
In addition, tests on continues beams, on cantilever beams as well as tests on openings and punching tests completed the extensive test program. The experimental investigation focused on the bond behavior of the composite slabs and the influence of the 35 years service life.
The examined structure was built in After 35 years in service it will be converted to implement the Schengen agreement with the European Union. In the first part of this report the performed tests are described in detail. The structure consists of composite floor slabs, a steel frame with stub-girder beams and hot rolled steel columns as supporting structure.
Startseite Navigation Inhalt Inhaltsverzeichnis Suche. Research Publishing Services, July The entire testing program had to be carried out within two weeks to avoid any interference with the ongoing reconstruction process. In total ten large-scale tests were carried out on simple beams with different shear span length to evaluate the shear capacity between the steel sheeting and the concrete.
Im ersten Abschnitt dieses Versuchsberichts werden die Versuche detailiert beschrieben. Development of a composite slab system with integrated installation floor and increased material-efficiency.
Fire technology fiplomarbeit, vol. TOP Related.