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Ultimate Bearing Capacity of Reinforced Concrete Beams under Time-Dependent Load
The structural element and material behavior of reinforced concrete, when applying impact loads (as for instance caused by aircraft crash), was investigated experimentally and theoretically under the aspect of reactor safety on beams with cross section a/d = 12/30 cm and a span 1 = 2,40 m. The beams were loaded up to failure iwith a high loading velocity in order to investigate their ultimate bearing load and their plastic deformation capacity. Additional tensile tests were made on specimens of the beam reinforcement, because the material properties of concrete and steel alter with increasing loading velocities. These specimens were subjected to the same time history of strain that occurred in the tension reinforcement of beams during the impact tests. (ERA citation 07:046827)
Ultimate Bearing Capacity of Reinforced Concrete Beams under Time-Dependent Load
The structural element and material behavior of reinforced concrete, when applying impact loads (as for instance caused by aircraft crash), was investigated experimentally and theoretically under the aspect of reactor safety on beams with cross section a/d = 12/30 cm and a span 1 = 2,40 m. The beams were loaded up to failure iwith a high loading velocity in order to investigate their ultimate bearing load and their plastic deformation capacity. Additional tensile tests were made on specimens of the beam reinforcement, because the material properties of concrete and steel alter with increasing loading velocities. These specimens were subjected to the same time history of strain that occurred in the tension reinforcement of beams during the impact tests. (ERA citation 07:046827)
Ultimate Bearing Capacity of Reinforced Concrete Beams under Time-Dependent Load
O. Henseleit (author) / K. H. Hehn (author) / A. Hoch (author)
1980
90 pages
Report
No indication
English
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