Damage-Tolerant Cement-Based Materials for Performance-Based Earthquake Engineering Design: Research Needs

S. L. Billington (2004). "Damage-Tolerant Cement-Based Materials for Performance-Based Earthquake Engineering Design: Research Needs." In Proceedings of FraMCoS 5, Vail, Colorado, USA.

S. L. Billington. "Damage-Tolerant Cement-Based Materials for Performance-Based Earthquake Engineering Design: Research Needs." Paper presented at FraMCoS 5, Vail, Colorado, USA, 2004.

S. L. Billington, "Damage-Tolerant Cement-Based Materials for Performance-Based Earthquake Engineering Design: Research Needs," in Proc. FraMCoS 5, Vail, Colorado, USA, 2004.

@inproceedings{s-l-billington2004,
  title     = {Damage-Tolerant Cement-Based Materials for Performance-Based Earthquake Engineering Design: Research Needs},
  author    = {S. L. Billington},
  year      = {2004},
  booktitle = {Proceedings of FraMCoS 5},
  address   = {Vail, Colorado, USA},
}

TY  - CPAPER
TI  - Damage-Tolerant Cement-Based Materials for Performance-Based Earthquake Engineering Design: Research Needs
AU  - S. L. Billington
PY  - 2004
T2  - Proceedings of FraMCoS 5
CY  - Vail, Colorado, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Damage-Tolerant_Cement-Based_Materials_for_Performance-Based_Earthquake_Engineer.pdf
AB  - The collaborative research centre „Textile Reinforced Concrete (TRC) – Development of a New Technology“ (SFB 532) established at Aachen University (RWTH Aachen) is investigating the basic mechanisms of the new composite material. As the fine grained binder systems used show a more homogeneous structure compared to ordinary concrete the material properties of this component have to be known. Hence, it is the objective of the presented investigations to determine the softening behaviour of the concrete. 3-point bending tests are carried out, and a model is proposed which allows the analytical derivation of a multi-linear σ-w-relation without using FE-analysis. Measurements with…
ER  -