The dynamic behavior of mortar under impact-loading

ORAL

Abstract

Concrete and mortar are the most fundamental structural material. Therefore, considerable interest in characterizing the dynamic behavior of them under impact-loading exists. In this study, plate impact experiments have been performed to determine the dynamic behavior of mortar. Longitudinal and lateral stresses have been directly measured by means of embedded polyvinylidene fluoride (PVDF) gauges up to 1 GPa. A 200 mm-cal. powder gun enable us to measure longitudinal and lateral stresses at several point from the impact surface, simultaneously. The shear strength under impact-loading has been obtained from measured longitudinal and lateral stresses. The longitudinal stress profile shows a two-wave structure. It is indicated that this structure is associated with the onset of pore compaction and failure of mortar by comparing with hydrocode simulations using an elastic-plastic damage model for concrete.

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Authors

  • Nobuaki Kawai

    • Materials and Structures Laboratory, Tokyo Institute of Technology

  • Kenji Inoue

    • Materials and Structures Laboratory, Tokyo Institute of Technology

  • Satoshi Misawa

    • Materials and Structures Laboratory, Tokyo Institute of Technology

  • Kyoji Tanaka

    • Materials and Structures Laboratory, Tokyo Institute of Technology

  • Shizuo Hayashi

    • Materials and Structures Laboratory, Tokyo Institute of Technology

  • Ken-ichi Kondo

    • Materials and Structures Laboratory, Tokyo Institute of Technology

  • Werner Riedel

    • Fraunhofer, Ernst-Mach-Institut