| dc.description.abstract | When considering the durability of conventional concrete for use in high-rise
buildings and structures that are vulnerable to explosions, impacts, or earthquakes,
its strength and brittleness are considered. Previous studies have shown that the
use of high-performance concrete or HPC (High-Performance Concrete) can
improve the performance of concrete structures. The analytical procedures and
design guidelines required for this concrete require material and structural
examination. The results of experimental tests conducted on the literature using
high-quality concrete verify the model, namely the compressive strength, splitting
tensile strength, and modulus of elasticity of concrete. In this study, HPC concrete
with the addition of Dramix 3D steel fibers was evaluated analytically with
variations in the addition of 0%, 3%, 6%, and 9% for concrete ages of 7 days, 14
days, and 28 days for the HPC concrete compressive strength test and concrete age
of 28 days for the concrete splitting tensile strength test. In the study, the results
obtained the maximum compressive strength of HPC concrete is 94.776 MPa, the
maximum splitting tensile strength of HPC concrete is 6.599 MPa, and the
maximum modulus of elasticity of HPC concrete is 45.756 GPa. The results of the
analysis indicate that the addition of Dramix 3D steel fiber can provide an effect
on increasing the compressive strength, splitting tensile strength, and modulus of
elasticity of concrete. | en_US |
