# Anchorage and Bond Strength of SBPDN Bar Embedded in High-Strength Grout Mortar

## TL;DR

This study examines how to effectively anchor and measure the bond strength of high-strength SBPDN bars in grout mortar for earthquake-resistant concrete structures.

## Contribution

The paper introduces effective anchoring methods and quantifies the bond strength of SBPDN bars in high-strength grout mortar.

## Key findings

- Screwing nuts and a washer or using a rolling-threaded end prevents premature slip of SBPDN bars.
- An embedment length of 20 times the bar diameter allows SBPDN bars to fully develop their high yield strength.
- The bond strength of SBPDN bars in grout mortar is lower than conventional bars, ranging from 2.84 MPa to 3.98 MPa.

## Abstract

The SBPDN (Steel Bar Prestressed Deformed Normal relaxation) bar, which has ultra-high yield strength yet much lower bond resistance than conventional deformed bars, has been recently proposed to be used as the longitudinal rebar instead of a normal-strength deformed bar to simply realize strong earthquake-resilient concrete components. To facilitate and promote the application of concrete components reinforced with SBPDN rebars to the structures located in earthquake-prone regions, it is indispensable to develop reliable and effective anchoring means and clarify the bond strength of SBPDN bars embedded in concrete and/or grout mortar. This paper presents experimental information on the pull-out tests of fifteen SBPDN bars embedded in grout mortar, along with a discussion on the effective anchorage details and the bond strength of SBPDN bars. The tested SBPDN bars have a nominal diameter of 22.2 mm, the maximum diameter currently available on the market. All SBPDN bars were embedded in high-strength grout mortar with a targeted compressive strength of 60 MPa. The primary experimental variables included the end anchorage details, the diameter of sheath ducts, and the embedded length of the bars. Test results demonstrated that either screwing two nuts and a washer at the end of SBPDN bars or providing a rolling-threaded end region was effective in preventing them from premature slip from grout mortar. If the embedment length was 20 times the bar diameter or longer, the proposed two anchorages could ensure the SBPDN bar to fully develop its specific yielding strength as high as 1275 MPa. In addition, it has also been experimentally revealed that the bond strength of SBPDN bars embedded in grout mortar was much lower than that of conventional deformed bars and varied between 2.84 MPa and 3.98 MPa.