Abstract

As an alternative to lap splicing, mechanical splices can be used for retrofit purposes. They are generally most economical than traditional lap splices when available spacing or length makes laps difficult to utilize. Mechanical splices are frequently used in new construction. However, their use is limited and not practical for use in retrofitted structures. However, if the bars to be joined do not need to be threaded in order to be connected with a special mechanical splice, such mechanical splices can be useful. It is presented a proposal of using two types of mechanical splices for retrofit purposes. Cycle Tension and cycle tension-compression tests are presented and discussed. It was found that mechanical splices are suitable and have acceptable response under seismic loads.

Highlights

  • Lap splices depend on quality of concrete and/or confinement by transverse reinforcement

  • As an alternative to lap splicing, mechanical splices can be used for retrofit purposes

  • Mechanical splices are frequently used in new construction

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Summary

Item Type Authors DOI Publisher Journal Rights

Download date Item License Link to Item info:eu-repo/semantics/article Huaco, G.; Jirsa, J. To cite this article: G Huaco and J Jirsa 2020 IOP Conf. 739 012033 View the article online for updates and enhancements. Eng. 739 012033 View the article online for updates and enhancements This content was downloaded from IP address 190.237.122.103 on 04/05/2020 at 21:26

Introduction
Seismic Provisions Strength of bars
Spe cimen Top Bar Bottom Bar Top Bar Bottom Bar
ASTM bar
1.5Yield New
Findings
Conclusions
Full Text
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