Development of a large-scale torsional split Hopkinson tube for dynamic shear test of mortar material

Abstract

Due to the lack of reliable dynamic shear test technology, there are few studies on dynamic pure shear performance of concrete materials. Based on the one-dimensional stress wave propagation theory, a large-scale torsional split Hopkinson Tube (LTSHT) with an outer diameter of 110 mm was developed. The LTSHT comprises a bearing system, an axial driving system, a four-lug symmetrical impact loading system, an incident tube, and a transmission tube. Numerical simulations showed that the LTSHT produced a well-defined torsional wave, and the bending wave was very small when the lug-error was not more than 0.05 mm. Furthermore, a data measurement and processing of the LTSHT were proposed. Dynamic pure shear tests with shear strain rate ∼14 s⁻¹ on three thin-walled mortar specimens were conducted. The failure process was recorded. The dynamic shear strength was ∼8 MPa and shear stress–strain curves of the three thin-walled mortar specimens showed great repeatability.

Keywords:

• Large-scale torsional split Hopkinson tube
• symmetrical impact
• thin-walled mortar specimens
• dynamic pure shear test

Acknowledgments

The authors acknowledge the financial support from the National Natural Science Foundation of China.

Disclosure statement

No potential conflict of interest was reported by the authors.

Additional information

Funding

This work was supported by the National Natural Science Foundation of China (grant nos. 51427807, 51978166, 12102476, and 52078133).