Strength of Unbonded Post-Tensioned Walls |
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Status | Complete View Final Report: PDF |
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Sequential Number | R349 | ||||
Identification Number | 00042597 | ||||
Matching Research Agency |
Midwest Block and Missouri University of Science & Technology – Civil Engineering |
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Principal Investigator |
Mohamed ElGawady |
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Student Involvement |
2 graduate students |
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Project Objective | The study objectives are:
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Project Abstract | Post-tensioned masonry walls (PT-MWs) will be an ideal candidate for accelerating the construction of sound barriers in highways. PT-MWs have been in use for a while; however, there has been no rigorous single-study in the United States about in-plane strength of PT-MWs built out of concrete masonry units. This project will investigate the in-plane behavior of six full-scale unbonded post-tensioned walls. All the walls will have the same total post-tensioning force and identical dimensions of 104 in. long, 96 in. high, and 8 in. wide. Spacing between tendons ranging from 32 in. to 96 in. will be investigated. The walls will be subjected to in-plane shear loads of increasing amplitude. Both flexural strength and shear strength will be evaluated and compared to the strengths given by MSJC (2011). The stresses in the tendons will be measured using strain gauges and compared to different formulae. |
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Relationship to other Research/Projects |
The PI just published a journal manuscript in the ASCE Structural Engineering showing that current design procedure of posttensioned |
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Transportation-Related Keywords |
Shear strength, sound walls | ||||
Technology Transfer Activities |
Peer-reviewed journal and conference papers will be published |
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Project Deliverables |
A report and presentation at the NUTC annual meeting | ||||
Anticipated Benefits |
Masonry walls are used as a sound barriers in several state DOTs. An emerging type for accelerating the construction of masonry walls are the use of post-tensioned masonry walls. |
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Milestones |
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