Numerical Analysis of Lateral Inertial Confinement Effects on Impact Test of Concrete Compressive Material Properties

154 citations recorded by the source corpus.

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

Numerical Evaluation of the Influence of Aggregates on Concrete Compressive Strength at High Strain Rate (2011, methodology): “This is because at this relatively low strain rate, the stress wave has time to seek the low strength sections to propagate [20].”
An experimental and numerical study of reinforced ultra-high performance concrete slabs under blast loads (2015, unknown): “Material mechanical properties under high strain rate loading condition are significantly different from those under static loading condition [25].”
Experimental confirmation of some factors influencing dynamic concrete compressive strengths in high-speed impact tests (2013, background): “These results also confirm the observations made in previous study based on numerical simulations [35] that DIF directly obtained from high-speed impact tests consists of contributions from material strain rate effect and structural effect.”
Review of Concrete Structures Strengthened with FRP Against (2016, methodology): “Based on the range of the strain rate, some experimental methods can be utilized to test dynamic material properties of FRP, for instance, tensile split Hopkinson bar [35,39–42], drop-weight tests [36], pendulum [43], Charpy pendulum [44,45], Izod impact testing [46], servohydraulic testing apparatu”