Tensile Failure of Concrete at High Loading Rates: Instrumented Spalling Tests

A. Van Doormaal, J. Weerheijm (2004). "Tensile Failure of Concrete at High Loading Rates: Instrumented Spalling Tests." In Proceedings of FraMCoS 5, Vail, Colorado, USA.

A. Van Doormaal, J. Weerheijm. "Tensile Failure of Concrete at High Loading Rates: Instrumented Spalling Tests." Paper presented at FraMCoS 5, Vail, Colorado, USA, 2004.

A. Van Doormaal, J. Weerheijm, "Tensile Failure of Concrete at High Loading Rates: Instrumented Spalling Tests," in Proc. FraMCoS 5, Vail, Colorado, USA, 2004.

@inproceedings{a-van-doormaal2004,
  title     = {Tensile Failure of Concrete at High Loading Rates: Instrumented Spalling Tests},
  author    = {A. Van Doormaal, J. Weerheijm},
  year      = {2004},
  booktitle = {Proceedings of FraMCoS 5},
  address   = {Vail, Colorado, USA},
}

TY  - CPAPER
TI  - Tensile Failure of Concrete at High Loading Rates: Instrumented Spalling Tests
AU  - A. Van Doormaal
AU  - J. Weerheijm
PY  - 2004
T2  - Proceedings of FraMCoS 5
CY  - Vail, Colorado, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Tensile_Failure_of_Concrete_at_High_Loading_Rates_Instrumented_Spalling_Tests.pdf
AB  - For the numerical prediction of the response of concrete structures under extreme dynamic loading, like debris impact and explosions, reliable material data and material models are essential. TNO- PML and the Delft University of Technology collaborate in the field of impact dynamics and concrete modelling. Recently, TNO-PML developed an alternative SHB test methodology which is based on the old principle of spalling, but up to date equipped with diagnostic tools and to be combined with advanced numerical simulations. Data on dynamic tensile strength and, most important, on fracture energy at loading rates up to 1000 GPa/sec are obtained. The paper…
ER  -