A platform for research: civil engineering, architecture and urbanism
Anchorage strength and ductility in shear tests
Article shows shear tests results for anchorage using bent foundation bolts 16, 24 and 36 mm in diameter and torque-controlled undercut anchors 12, 16 and 20 mm in diameter. Load-displacement diagrams were acquired for shear loads in static and dynamic cyclic tests in uncracked and cracked concrete. Cyclic loading pattern simulated seismic loads on anchors. Shear loading tests allowed to estimate influence of cracks and cyclic loading on strength and ductility of anchorage.
Anchorage strength and ductility in shear tests
Article shows shear tests results for anchorage using bent foundation bolts 16, 24 and 36 mm in diameter and torque-controlled undercut anchors 12, 16 and 20 mm in diameter. Load-displacement diagrams were acquired for shear loads in static and dynamic cyclic tests in uncracked and cracked concrete. Cyclic loading pattern simulated seismic loads on anchors. Shear loading tests allowed to estimate influence of cracks and cyclic loading on strength and ductility of anchorage.
Anchorage strength and ductility in shear tests
Shuvalov Aleksandr (author) / Gorbunov Igor (author) / Kovalev Mikhail (author)
2021
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Developing Ductility Using Concrete Anchorage
Online Contents | 2017
|Developing Ductility using Concrete Anchorage
Online Contents | 2017
|Ductility Requirements for the Anchorage of Nonstructural Components
British Library Conference Proceedings | 2008
|Strength and Ductility of Plates in Shear
British Library Conference Proceedings | 1999
|