Mechanical Behavior of Concrete Subjected to Impact Loading

Hai Feng Liu; Jian Guo Ning

doi:10.4028/www.scientific.net/AMM.174-177.512

Paper Titles

Effect of Naphthalene Compounded Superplasticizer on Strength and Shrinkage of Ready-Mixed Concrete
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Study of the Anti-Dilution Properties of a Special Viscoelastic Gel Applied in Severe Lost Circulation Control
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Numerical Analysis on Roller Compacted Concrete under the Action of Pure Water Pressure
p.502

Hydrothermal Synthesis and Characterization of BiFeO₃ Polyhedral Crystallites
p.508

Mechanical Behavior of Concrete Subjected to Impact Loading
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Hollow Crystals of BiFeO₃ Prepared via a Al³⁺-Assisted Hydrothermal Method
p.516

Water-Based Coatings for Building Part I: Preparation and Physical Properties of Polyacrylate-Siloxane Emulsion
p.520

Long-Term Performance of Concrete Suffered Infant Age Freezing
p.524

The Design Method of Q460 Equal Angle Steel Strut
p.530

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 174-177Mechanical Behavior of Concrete Subjected to...

Mechanical Behavior of Concrete Subjected to Impact Loading

Abstract:

A 74-mm-diameter split Hopkinson pressure bar (SHPB) is used to test the dynamic mechanical behavior of concrete and cement mortar. Experimental results show that concrete and cement mortar are rate-dependent. The load-carrying capacity of concrete is higher than that of cement mortar. Whereas, the maximum strain of concrete is lower than that of cement mortar. No matter for concrete or cement mortar, with the increase of impact velocity, the fragment size of specimens after experiment decreases.