Abstract

Concrete armor units are commonly used to protect shorelines and rubble mound coastal structures. This paper presents the numerical modeling test results for the proposed Hexaloc armor unit under static load. The model shows some value of tensile stress exceeds the critical stress. It was found that the cracking occurred at the top surface of the leg. In the design, the moment due to hydrodynamic and impact loads is not permitted to exceed the cracking moment.

Original languageEnglish
Article number012005
JournalIOP Conference Series: Earth and Environmental Science
Volume1250
Issue number1
DOIs
Publication statusPublished - 2023
Event3rd International Conference on Sustainability and Resilience of Coastal Management, SRCM 2022 - Virtual, Online
Duration: 29 Nov 2022 → …

Keywords

  • Hexaloc concrete armor unit
  • finite element method
  • static load

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