Sentence examples for behavior of strengthened components from inspiring English sources

A trilinear bond slip model is proposed for the interface elements based on observed experimental behavior of strengthened components.

In addition, a new bond-slip model was developed based on observed experimental behavior of strengthened components.

A total of nine specimens are constructed to study the effect of CFRP-strengthening on the behavior of strengthened steel members having various crack properties.

Based on the results, the characteristic behavior of strengthened specimens is described.

From the results, it is found that the simple model proposed can accurately predict the overall flexural behavior of strengthened beams up to ultimate state.

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

Some parametric studies of field interest were also carried out for understanding the behavior of strengthened walls against blast loads and deriving some useful conclusions.

This paper presents the results of an experimental study of the behavior of strengthened steel concrete composite girders using Carbon Fiber Reinforced Polymers (CFRP) plates.

The evaluation on mechanical behavior of strengthened RC beams indicates theoretical calculation according to several existing standards can well predict strengthening effect.

Nevertheless, many aspects regarding the behavior of strengthened beams have not been completely analyzed such as bond mechanisms or effects of cracking concrete and section curvature.

This paper presents a comprehensive review on the flexural behavior of strengthened RC beams using prestressed FRPs.