Impact response of post tensioned and reinforced concrete members with an UHPFRC overlay

K. Habel (2010). "Impact response of post tensioned and reinforced concrete members with an UHPFRC overlay." In Proceedings of FraMCoS 7, Jeju, South Korea.

K. Habel. "Impact response of post tensioned and reinforced concrete members with an UHPFRC overlay." Paper presented at FraMCoS 7, Jeju, South Korea, 2010.

K. Habel, "Impact response of post tensioned and reinforced concrete members with an UHPFRC overlay," in Proc. FraMCoS 7, Jeju, South Korea, 2010.

@inproceedings{k-habel2010,
  title     = {Impact response of post tensioned and reinforced concrete members with an UHPFRC overlay},
  author    = {K. Habel},
  year      = {2010},
  booktitle = {Proceedings of FraMCoS 7},
  address   = {Jeju, South Korea},
}

TY  - CPAPER
TI  - Impact response of post tensioned and reinforced concrete members with an UHPFRC overlay
AU  - K. Habel
PY  - 2010
T2  - Proceedings of FraMCoS 7
CY  - Jeju, South Korea
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Impact_response_of_post_tensioned_and_reinforced_concrete_members_with_an_UHPFRC.pdf
AB  - This paper presents analytical analysis of the dynamic behavior of reinforced and post- tensioned concrete slab strips with an ultra high performance fiber-reinforced concrete (UHPFRC) overlay in flexural compression. First, the dynamic equilibrium of 5 large-scale drop weight tests was established to quantify inertia effects in the slab strips. The dynamic equilibrium demonstrated the significant influence of inertia effects during the first 20ms after the impact and allowed verification of consistency of several meas- urement systems. Then, a mass-spring model was used to determine equivalent static force-deflection curves for each test, which were compared to static test results on comparable…
ER  -