Published works

Published works

Hoult, R. D., Goldsworthy, H. M. & Lumantarna, E. Plastic hinge length for lightly reinforced rectangular concrete walls. Journal of Earthquake Engineering 1-32 (2017). doi:http://dx.doi.org/10.1080/13632469.2017.1286619
Refereed
Key Topics

Plastic hinge length for lightly reinforced rectangular concrete walls

TitlePlastic hinge length for lightly reinforced rectangular concrete walls
Publication TypeJournal Article
Year of Publication2017
AuthorsHoult, RD, Goldsworthy, HM, Lumantarna, E
JournalJournal of Earthquake Engineering
Start Page1
Pagination1-32
Date Published05/2017
Abstract

This research investigates the plastic hinge length in lightly reinforced rectangular walls typically found in regions of low-to-moderate seismicity. Poor performance has been exhibited by lightly reinforced concrete walls in past earthquake events. A series of finite element analyses have been carried out which demonstrate that if the longitudinal reinforcement ratio in the wall is below a certain threshold value, there will not be sufficient reinforcement to cause secondary cracking, and instead fracture of the longitudinal reinforcement at a single crack could occur. A plastic hinge length equation has been derived based on the results from the numerical simulations.

URLhttp://www.tandfonline.com/doi/full/10.1080/13632469.2017.1286619
DOI10.1080/13632469.2017.1286619
Refereed DesignationRefereed
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