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In this context, the understanding of the long term behaviour of the involved materials becomes essential.
The long term behaviour of these oxides after repositories have been closed is little known.
It can be concluded that composite reinforcement has a positive influence on the long term behaviour of strengthened beams.
A drawback of the usage of this technique lies on the uncertainty of the long term behaviour of those reinforcements.
This study is concerned with the development of a tool to predict the long term behaviour of adhesively bonded steel joints aged in sea water.
Predicting the long term behaviour of cement is approached by reactive transport modelling, where some of the boundary conditions can be defined through studying natural cement analogues (e.g. at the Maqarin natural analogue site).
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In other words, the long-term behaviour of the system is determined by its eigenvectors.
The long-term behaviour of concrete beams constructed with geopolymer concrete (GPC) is investigated.
Special point of attention is the long-term behaviour of the soldering joint.
This study was designed to compare the long-term behaviour of these vascular substitutes.
Depending on the values of the parameters identified, the long-term behaviour of s.d.o.f.o.f
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