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This paper presents a systematic approach to analyse the structural behaviour of a lightweight deck side shell system using high strength steel.
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While it is extremely difficult to replicate the behaviour of a large flexible lightweight structure in microgravity on the ground, an experiment to determine the point of collapse of BRCs under gravity were used to verify the simulation results.
The aim of this study was to investigate the behaviour of a new type of lightweight concrete which would be suitable for use as a load-bearing concrete masonry unit.
This paper reports a study based upon experimental investigation and analytical simulation which assesses the behaviour of a new type of lightweight concrete at both ambient and elevated temperatures.
This article presents a study on the time-dependent behaviour of timber lightweight concrete composite floors.
Knowledge of the fracture properties of composite materials is fundamental to predict the impact behaviour of the lightweight structures currently used in the automotive industry.
In the next stage of the investigation, the composite tubes were embedded in a range of polymer foams in order to establish the influence of both tube arrangement and foam density on the crush behaviour of these lightweight structures.
This paper presents a detailed study concerning the behaviour of Lightweight Aggregate Concrete (LWAC) members subjected to short-term tensile or flexural loading.
One topic that should be an integrated part of these studies is the dynamic behaviour of lightweight deck structures.
It was of particular interest to study the crash behaviour of lightweight tubular hydroformed structures.
This paper presents the investigation on the local bond stress-slip behaviour of lightweight oil palm shell concrete (OPSC).
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CEO of Professional Science Editing for Scientists @ prosciediting.com