@inbook{4334a2ccef53469c86eeba6dd813db11,
title = "Fibre Reinforced Polymer Wall Assemblies in Axial Compression",
abstract = "Web-flange sandwich structures were built up by two glass fibre reinforced polymer (GFRP) panels and square hollow sections (SHS) in between through adhesive bonding or mechanical bolting. Experiments in compression were conducted in order to understand the failure modes including global and local buckling, load-bearing capacities, load–displacement curves and load-strain responses. Accordingly the effects of different connection methods and different spacing values between the SHS were clarified. Sudden debonding failure between GFRP panels and inner SHS columns was found on adhesively bonded specimens; while mechanically bolted specimens showed evident lateral deformation and progressive failure until the ultimate junction separation failure on the GFRP SHS columns. Local buckling was found on GFRP panels of specimens with a larger spacing between the two SHS. Finite element analysis and analytical modelling were performed to estimate the load–displacement curves and the critical stress for the local buckling on GFRP panels, where consistent agreements with experimental results were received.",
author = "Lei Xie and Yujun Qi and Yu Bai and Chengyu Qiu and Hao Wang and Hai Fang and Zhao, {Xiao Ling}",
note = "Publisher Copyright: {\textcopyright} 2023, The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.",
year = "2023",
month = jan,
doi = "10.1007/978-981-19-4278-5_7",
language = "English",
series = "Springer Tracts in Civil Engineering",
publisher = "Springer Science and Business Media Deutschland GmbH",
pages = "143--166",
booktitle = "Springer Tracts in Civil Engineering",
address = "Germany",
}