Static and Dynamic Four-Point Flexural Tests of Concrete Beams with Variation in Concrete Quality, Reinforcement Properties and Impact Velocity
| Author(s): |
Viktor Peterson
(M.Sc., Ph.D. Student, KTH Royal Institute of Technology, Division of Concrete Structures , SE-100 44 STOCKHOLM , Sweden)
Anders Ansell (Ph.D., Professor, KTH Royal Institute of Technology, Division of Concrete Structures , SE-100 44 STOCKHOLM , Sweden) |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Nordic Concrete Research, December 2021, n. 2, v. 65 |
| Page(s): | 19-38 |
| DOI: | 10.2478/ncr-2021-0007 |
| Abstract: |
This paper discusses the results from three experimental test series previously conducted. The tests consist of quasi-static monotonic and dynamic four-point flexural tests on reinforced concrete beams. The effect of varying material and load parameters on the plastic strain distribution and energy absorbed by the reinforcement is discussed. The main findings are the significant effect of the post-elastic region of the steel reinforcement and the impact velocity during dynamic loading. The results will be used to validate and construct numerical models in future work, where the findings presented can be investigated further. |
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data sheet - Reference-ID
10705818 - Published on:
19/02/2023 - Last updated on:
19/02/2023
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