High speed recording of dynamic tests on blind-bolted angle connections under direct tension. Peak strain rate: 20 s^-1 | Global deformation rate: 50 mm/s | Grade 10.9 M16 Hollo-bolt | Angle L75x100x8. References: – Málaga-Chuquitaype, C., Elghazouli, A.Y., & Radu, E. (2016). Contribution of secondary frames to the mitigation of collapse in steel buildings subjected to extreme loads. Structure and Infrastructure Engineering 12(1):45-60 https://dx.doi.org/10.1080/15732479.2014.994534
- Málaga-Chuquitaype, C., Elghazouli, A.Y., & Liu, Y. (2014). Response of blind-bolted connections under extreme dynamic actions. In 7th European Conference on Steel and Composite Structures, Naples, Italy