Sentence examples for behavior of masonry elements from inspiring English sources

The paper presents a simple approach to simulate the bond behavior of masonry elements externally strengthened by FRP-systems.

An experimental programme was carried out to investigate the mechanical behavior of masonry elements made of concrete and natural sisal fibers.

The adopted strategy is based on modeling the nonlinear behavior of masonry elements considering it as an orthotropic material and then extending it with a simple method to masonry walls.

The obtained experimental results are used to calibrate a local bond-slip relation that is essential in the modeling of the structural behavior of masonry elements strengthened with Carbon-FRCM.

The deduced results show the reliability of the proposed approach in simulating the bond behavior of masonry elements strengthened with SRP/SRG and the possibility to investigate further peculiarities characterizing this kind of strengthening systems.

Thus, for the FRCM materials the knowledge of the bond behavior both at the fiber/matrix and at the composite/substrate interface is fundamental to correctly assess their performance as strengthening of masonry elements.

The performance of the interface between FRP and masonry is one of the key factors affecting the behavior of strengthened masonry elements.

However, due to the uncertainties concerning the behavior of masonry at the material and structural level, these elements are usually ignored during practical structural analysis and design.

The present study develops a generic three-dimensional (3D) finite element (FE) model to characterize the in-plane and out-of-plane behavior of masonry infill reinforced concrete (RC) frames under fire exposure.

A key conclusion is that mortar is mostly responsible for the non-linear behavior of masonry.

This research was to investigate the behavior of masonry infilled reinforced concrete frame strengthening with expanded metals under cyclic loading.