Related Experiment Video
Updated: Nov 20, 2025

Author Spotlight: Enhancing Fiber Composite Laminate Quality with the Wet Hand Lay-Up/Vacuum Bag Process
Published on: June 30, 2023
Low-Velocity Impact Experiments and Modeling of TRC Skin-Aerated Concrete Core Sandwich Composites
Chidchanok Pleesudjai1, Anling Li2, Vikram Dey3
1School of Sustainable Engineering & Built Environment, Arizona State University, Tempe, AZ 85287-3005, USA.
Abstract:
Mechanical response of textile-reinforced aerated concrete sandwich panels was investigated using instrumented three-point bending tests under quasi-static and low-velocity impact loads. Two types of core material were compared in the sandwich composite consisting of plain autoclaved aerated concrete (AAC) and fiber-reinforced aerated concrete (FRAC), and the stress skins were alkali-resistant glass (ARG) and textile reinforced concrete (TRC). The textile-reinforced layer promoted distributed cracking mechanisms and resulted in significant improvement in the flexural strength and ductility. Digital Image Correlation (DIC) was used to study the distributed cracking mechanism and obtain impact force-crack width response at different drop heights. A constitutive material model was also developed based on a multi-linear tension/compression strain hardening model for the stress-skin and an elastic, perfectly plastic compression model for the core. A detailed parametric study was used to address the effect of model parameters on the flexural response. The model was further applied to simulate the experimental flexural data from the static and impact tests on the plain aerated concrete and sandwich composite beams.
More Related Videos
Related Concept Videos
Impact Strength of Concrete
Abrasion Resistance of Concrete
One such test is the revolving disc test, where three plates...
Fiber Reinforced Concrete
Behavior of Concrete Under Compressive Load
As the concrete specimen fractures under...
Tensile Strength Considerations of Concrete
The dimensions and shape of a concrete specimen...
Permeability of Concrete

