Next Article in Journal
Hinokitiol-Loaded Mesoporous Calcium Silicate Nanoparticles Induce Apoptotic Cell Death through Regulation of the Function of MDR1 in Lung Adenocarcinoma Cells
Previous Article in Journal
A Review on Grafting of Biofibers for Biocomposites
Article Menu
Issue 4 (April) cover image

Export Article

Open AccessArticle
Materials 2016, 9(4), 305;

Mechanics Model for Simulating RC Hinges under Reversed Cyclic Loading

Department of Civil Engineering, University of Malaya, Kuala Lumpur 50603, Malaysia
School of Civil, Environmental and Mining Engineering, The University of Adelaide, Adelaide, South Australia 5005, Australia
Author to whom correspondence should be addressed.
Academic Editor: Geminiano Mancusi
Received: 18 February 2016 / Revised: 13 April 2016 / Accepted: 19 April 2016 / Published: 22 April 2016
(This article belongs to the Section Structure Analysis and Characterization)
Full-Text   |   PDF [4470 KB, uploaded 22 April 2016]   |  


Describing the moment rotation (M/θ) behavior of reinforced concrete (RC) hinges is essential in predicting the behavior of RC structures under severe loadings, such as under cyclic earthquake motions and blast loading. The behavior of RC hinges is defined by localized slip or partial interaction (PI) behaviors in both the tension and compression region. In the tension region, slip between the reinforcement and the concrete defines crack spacing, crack opening and closing, and tension stiffening. While in the compression region, slip along concrete to concrete interfaces defines the formation and failure of concrete softening wedges. Being strain-based, commonly-applied analysis techniques, such as the moment curvature approach, cannot directly simulate these PI behaviors because they are localized and displacement based. Therefore, strain-based approaches must resort to empirical factors to define behaviors, such as tension stiffening and concrete softening hinge lengths. In this paper, a displacement-based segmental moment rotation approach, which directly simulates the partial interaction behaviors in both compression and tension, is developed for predicting the M/θ response of an RC beam hinge under cyclic loading. Significantly, in order to develop the segmental approach, a partial interaction model to predict the tension stiffening load slip relationship between the reinforcement and the concrete is developed. View Full-Text
Keywords: cyclic loading; RC beams; tension stiffening; concrete softening; hinge length cyclic loading; RC beams; tension stiffening; concrete softening; hinge length

Figure 1

This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited (CC BY 4.0).

Share & Cite This Article

MDPI and ACS Style

Shukri, A.A.; Visintin, P.; Oehlers, D.J.; Jumaat, M.Z. Mechanics Model for Simulating RC Hinges under Reversed Cyclic Loading. Materials 2016, 9, 305.

Show more citation formats Show less citations formats

Note that from the first issue of 2016, MDPI journals use article numbers instead of page numbers. See further details here.

Related Articles

Article Metrics

Article Access Statistics



[Return to top]
Materials EISSN 1996-1944 Published by MDPI AG, Basel, Switzerland RSS E-Mail Table of Contents Alert
Back to Top