A Case of Compression Failure in Concrete Due to Stress Release

P. Stroeven (1995). "A Case of Compression Failure in Concrete Due to Stress Release." In Proceedings of FraMCoS 2, Zurich, Switzerland.

P. Stroeven. "A Case of Compression Failure in Concrete Due to Stress Release." Paper presented at FraMCoS 2, Zurich, Switzerland, 1995.

P. Stroeven, "A Case of Compression Failure in Concrete Due to Stress Release," in Proc. FraMCoS 2, Zurich, Switzerland, 1995.

@inproceedings{p-stroeven1995,
  title     = {A Case of Compression Failure in Concrete Due to Stress Release},
  author    = {P. Stroeven},
  year      = {1995},
  booktitle = {Proceedings of FraMCoS 2},
  address   = {Zurich, Switzerland},
}

TY  - CPAPER
TI  - A Case of Compression Failure in Concrete Due to Stress Release
AU  - P. Stroeven
PY  - 1995
T2  - Proceedings of FraMCoS 2
CY  - Zurich, Switzerland
UR  - https://framcos.org/wp-content/uploads/framcos-papers/A_Case_of_Compression_Failure_in_Concrete_Due_to_Stress_Release.pdf
AB  - Experimental investigations in the field of low-cycle compression fatigue at a relatively high upper loading have revealed a drop in life time under certain loading conditions relevant for off-shore con- structions. The prevailing mechanism leading to such premature fracture was cracking due to stress release. It occurred at a fre- quency of 17 .5 Hz and at maximum stress amplitude. A structural study based on a stereological analysis of the damage structure at the end of testing offered insight into the damage evolution process under these conditions.
ER  -