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The difference in pore architecture resulted in different compressive behavior of the foams.
The pore size distribution, the phase behavior, and the in vitro swelling behavior of the foams were characterized.
In order to describe the tensile behavior of the foams, a constitutive equation obtained from a viscoelastic model was proposed.
LiCl is shown to alter the solid-state phase separation behavior of the foams and the plaques in a similar manner.
The variability of the compressive strength measured is ascribed to a different stability behavior of the foams generated by foaming agents having different nature during the mixing phase with the cement paste.
Complementary X-ray tomography experiments suggest that the fatigue behavior of the foams is relatively less sensitive to morphological defects such as missing walls than the quasi-static mechanical properties such as plastic strength.
Similar(54)
This made the load displacement behavior of the foam-filled GFRP deck less brittle.
The phase transition between these two phases is through the change of the volume fraction of each phase and it captures the thermomechanical behavior of the foam.
Through the numerical simulation, the compressive behavior of the foam core hemispherical shells with different sizes was obtained under three different low-temperature loading situations.
The quasi-static and dynamic stress strain behavior of the foam under confinement exhibited an elastic plastic-like relastic plastic-likelastic–bresponseehavior whereaserved under unianial strelastic brittleditions.
Investigated was the fatigue behavior of the foam-filled GFRP bridge deck in the transverse direction which is an intermediate type between the modular type deck and the sandwich type.
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