Sentence examples for the pullout behavior from inspiring English sources

In this study, the effect of carbon fiber mat anchorage on the pullout behavior of glass fiber-reinforced polymer (GFRP) bars embedded in normal concrete is studied.

An experimental program was carried out to determine the pullout behavior of BFRP bars and based on the results, an BFRP-NSM method has been designed.

The good agreement on predicting the pullout behavior of these fibers encourages its use towards a new concept of design and optimization of SFRC.

An experimental investigation was carried out to evaluate the effect of fiber volume fraction (Vf) and fiber orientation on the pullout behavior of steel reinforcement bar embedded in Ultra High Performance Concrete (UHPC).

As a part of ongoing research to develop a new type of a twin-twisted steel fiber and characterize its tensile performance in cementitious materials, an initial experimental study was performed to evaluate the pullout behavior of the fiber.

The previous literature has examined the pullout behavior of pedicles, which were loaded by tension during flexion [ 17, 18].

In this study a total of 63 cubic specimens were prepared to investigate the pullout behaviors of the sand-coated and helically-wrapped GFRP bars as well as steel bars in concretes reinforced with structural fibers (steel, PP and PVA fibers).

The paper presents numerical studies of the fatigue pullout behavior with detailed analysis of the damage propagation during loading and unloading stages, and at different levels of imposed lateral pressure.

This study investigated the effects of fiber type and matrix strength on the fiber pullout behavior of high-performance fiber-reinforced cementitious composites (HPFRCC).

This indicates that the pullout behaviour is drastically governed by the hook component and increasing in embedment length does not have significant contribution to the maximum pullout load.

Due to several influential factors, the correlation between the single fiber pullout behavior and flexural behavior of HPFRCC beams was quite low.