The presented paper deals with a series of impact experiments conducted in the drop tower facility of the Otto Mohr Laboratory (OML) at the Technische Universität Dresden. The presented research results were generated in three projects. A number of reinforced concrete (RC) plates which were subsequently strengthened on the not-impacted side were produced and tested. As basic materials for the RC plates, a normal strength concrete (C35/45) and conventional BSt500 reinforcement steel were used. Different material combinations, cement-bonded composites were chosen for the subsequently applied strengthening layer. The paper presents the experimental program, the used test facility, and the results of the experiments and their interpretation.
|Number of pages||10|
|Journal||MATEC Web of Conferences|
|Publication status||Published - 5 Oct 2020|
|Title||10th International Conference of Advanced Models and New Concepts in Concrete and Masonry Structures|
|Abbreviated title||AMCM 2020|
|Duration||21 - 23 October 2020|
|Degree of recognition||International event|