The Split-Hopkinson Pressure Bar (SHPB) is an experimental technique used to examine the behavior of materials at high strain rates. The aim of this paper is to present the development of a SHPB for the testing of concrete at high strain rates. The construction of the SHPB is detailed, including the important decisions made during its development. The basic calibration of the setup has been performed. The ordinary and fiber reinforced concrete (FRC) specimens (M30) with a diameter of 100 mm and L/D ratio of 0.5 are tested at a strain rate of about 50 to 65 s−1. The comparison of the results from the SHPB test and the quasi-static test is also presented. From the results, it is concluded that the developed SHPB is giving consistent results f...
An analysis of specific experimental problems encountered in the testing of concrete and concrete-li...
An analysis of specific experimental problems encountered in the testing of concrete and concrete-li...
An analysis of specific experimental problems encountered in the testing of concrete and concrete-li...
The behavior of a material under high-strain rate compression can be different from quasi-static one...
The behavior of a material under high-strain rate compression can be different from quasi-static one...
Develop improvements to the conventional SHPB technique and to apply them to test concrete and steel...
For a long time tests have been created to decide the quality of materials under static stacking con...
Reliable material models for the concrete behaviour at higher strain rates are necessary for the des...
During their lifetime, concrete structures may be subjected to several accidental loads, such as imp...
This work presents the stages of development of some innovative equipment, based on Hopkinson bar te...
This work presents the stages of development of some innovative equipment, based on Hopkinson bar te...
This work presents the stages of development of some innovative equipment, based on Hopkinson bar te...
The strain-rate sensitivity of concrete in tension has been investigated employing Hopkinson bar tec...
This paper presents an analytical prediction coupled with numerical simulations of a split Hopkinson...
This paper presents an analytical prediction coupled with numerical simulations of a split Hopkinson...
An analysis of specific experimental problems encountered in the testing of concrete and concrete-li...
An analysis of specific experimental problems encountered in the testing of concrete and concrete-li...
An analysis of specific experimental problems encountered in the testing of concrete and concrete-li...
The behavior of a material under high-strain rate compression can be different from quasi-static one...
The behavior of a material under high-strain rate compression can be different from quasi-static one...
Develop improvements to the conventional SHPB technique and to apply them to test concrete and steel...
For a long time tests have been created to decide the quality of materials under static stacking con...
Reliable material models for the concrete behaviour at higher strain rates are necessary for the des...
During their lifetime, concrete structures may be subjected to several accidental loads, such as imp...
This work presents the stages of development of some innovative equipment, based on Hopkinson bar te...
This work presents the stages of development of some innovative equipment, based on Hopkinson bar te...
This work presents the stages of development of some innovative equipment, based on Hopkinson bar te...
The strain-rate sensitivity of concrete in tension has been investigated employing Hopkinson bar tec...
This paper presents an analytical prediction coupled with numerical simulations of a split Hopkinson...
This paper presents an analytical prediction coupled with numerical simulations of a split Hopkinson...
An analysis of specific experimental problems encountered in the testing of concrete and concrete-li...
An analysis of specific experimental problems encountered in the testing of concrete and concrete-li...
An analysis of specific experimental problems encountered in the testing of concrete and concrete-li...