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P 182 - Investigations into the load-bearing behaviour and fire resistance duration of reinforced concrete beams reinforced with shaped steel

Since the introduction of reinforced concrete construction, efforts have been made to optimise the design and construction of buildings in terms of economy and function. DIN 1045, 3rd edition from 1943, for example …

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Publication
1991
Authors
Prof. em. Dr.-Ing Dr.-Ing E.h. K. Kordina, Dipl.-Ing. T. Claußen, Dr.-Ing. S. Droese

Since the introduction of reinforced concrete construction, efforts have been made to optimise the design and construction of buildings in terms of economy and function. DIN 1045, 3rd edition from 1943, for example, stipulates that steel should only be used extremely sparingly in this area. However, the ratio of labour costs to material usage, particularly in the case of reinforcing steel, has changed permanently as processes and methods have developed in the post-war period. Given the current high labour costs, an effective cost reduction for reinforced concrete construction can be achieved by rationalising the forms of reinforcement, even if this increases the weight of steel required for a component.

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The reinforcement of reinforced concrete beams with shaped steel profiles without the usual composite means offers a suitable possibility for rationalisation in the sense described above. The fact that these components have not yet been used to a greater extent is mainly due to the fact that there is not yet sufficient practical experience with the use of shaped steel reinforcement. The aim of a research project carried out on our behalf was therefore to clarify the load-bearing behaviour of steel-reinforced reinforced concrete beams by means of tests to such an extent that the basis for a safe and economical design method for loads was created while at the same time increasing the values for fire resistance durations. The results, which are published for the first time in this final report, can be regarded as a basis for the wider application of the "steel-reinforced reinforced concrete beams" construction method and should make it easier for users to introduce them into construction practice. This expectation is based in particular on the fact that a fire resistance period was achieved in the test which was far longer than the previously known periods for components in unprotected steel construction. The tests also showed that the moulded steel reinforcement was completely intact after the test beams had cooled down, which means that building elements of this type offer additional safety in the extinguishing and post-extinguishing phase compared to those made of other materials (e.g. glued laminated timber beams). To summarise, it can be said that the use of reinforced concrete beams with shaped steel as reinforcement can be expected to offer advantages both in terms of their suitability as a structural element and in terms of high cost-effectiveness during production.

P 182 - Investigations into the load-bearing behaviour and fire resistance duration of reinforced concrete beams reinforced with shaped steel
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