Title:
Numerical Analysis of Ultimate State of Reinforced Concrete Slabs under Low-Velocity Impact
Author(s):
Dandan Zheng, Masato Komuro, Norimitsu Kishi, and Tomoki Kawarai
Publication:
Structural Journal
Volume:
121
Issue:
3
Appears on pages(s):
97-108
Keywords:
compressive strength of concrete; low-velocity impact loading; reinforced concrete (RC) slab; three-dimensional (3-D) elasto-plastic numerical analysis; ultimate state
DOI:
10.14359/51740481
Date:
5/1/2024
Abstract:
The goal of this study was to establish a numerical analysis method
for predicting the ultimate state of rectangular reinforced concrete
(RC) slabs simply supported on all four sides under low-velocity
impact loading. To meet this goal, three-dimensional (3-D) elastoplastic dynamic response analyses were conducted, and the applicability of the new method was investigated by comparing predictions with the experimental results. First, a preliminary analysis was conducted to determine an appropriate element size of the concrete component, a constitutive model for the concrete, and the damping factor. Then, the applicability of the method was investigated by comparing predictions with experimental results for
concrete slabs with various compressive strengths. The results
showed that the proposed method provides safe predictions of the
maximum impact energy capacity, which may be equivalent to the
load-carrying capacity of RC slabs under impact loading.