Kamis, 24 Oktober 2013

Perilaku Lentur Struktur Balok Komposit Beton

Abstract:

Tension in section of reinforced concrete of beam divided to depress area and interesting area. In the plan depress area to be accepted by interesting area and concrete is fully accepted by bone, and interesting strength of concrete disregarded.
In efficiency to materials, hence logically interesting area can be made by quality of lower concrete compared to with quality of area concrete depress. So that the reinforced concrete of beam structure can be made is composite of concrete, by differentiating quality of concrete at interesting area and depress area. This opportunity will be studied by composite influence of the concrete at flexure behavior. Research done by making speciment of concrete beam with manipulation comparison of saction of depress area, using quality of higher concrete and interesting area which use quality of lower concrete. To perceive flexurer behavior, is also compared to concrete beam having saction entirely high quality and entirely have low quality. Besides perceiving flexure behavior also wish to be studied by interesting strength contribution of concrete at interesting area, is which during the time disregarded. The result of research indicate that ever greaterly of area quality of high concrete, ever greater flexure strength, and ever greater also strength arrest, so that in comparison with beam having saction of low quality all, deflection of saction higher composite, is but compared to with concrete beam having saction of high quality, deflection of saction composite of lower. This condition indicate that interesting strength of concrete also give contribution at interesting strength of beam, posed at with make-up of big enough flexure strength of beam which is composite saction and beamg which is high quality saction.


Keyword: balok beton, penampang komposit beton, perilaku lentur, concrete beam, composite saction of concrete, flexure behavioral 



Oleh : Suprapto 
Jurusan Teknik Sipil – FT UNESA
Edisi : Volume 7 No 1, Februari 2006  

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