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Expedited Partner Therapy Review

Abstract

Sexually transmitted infection rates continue to rise in adolescents and young adults. Treatment of patients and their partners is vitally important to prevent reinfection and morbidity. Expedited partner therapy (EPT) is a legally available option for clinicians. EPT is endorsed by the Centers for Disease Control and Prevention and allows clinicians to prescribe medication for certain STIs for their patients' partner(s) without an evaluation of the partner(s). However, EPT is underutilized, and multisystem-level barriers exist to successful EPT exist. This article reviews the indications of EPT, common barriers to EPT and solutions to overcome these barriers, and practical considerations when prescribing EPT.

article Article

date_range 2024

language English

link Link of the paper

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Jackson Kendra

Pickett Michelle

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expedited partner therapy

sexually transmitted infections

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Effect of corrosion on flexural strength of reinforced concrete beams with polypropylene fibers

Abstract

An experimental study was performed to investigate the effects of polypropylene fibers on uncorroded and corroded reinforced concrete beams. Three different volume fractions of polypropylene fibers having 0, 0.5, and 1.5%, were tested at four corrosion levels of 0% and approximately 5, 7, and 9%. A full scale of an accelerated corrosion pool was used for the accelerated corrosion process. Reinforced concrete beams were used for an under monotonic bending test. The contribution of the actual corrosion levels of transverse and longitudinal reinforcement bars to the total corrosion levels were obtained from reinforcement bars fully extracted from concrete. Flexural strength, bond-slip, and moment-curvature relationships were examined for uncorroded and corroded reinforced concrete beams. A new model was developed to predict the flexural strength of corroded reinforced concrete beams. The proposed model for predicting the residual flexural strength of corroded beams was compared with test data published in previous studies. Furthermore, a novel model is presented for improved predictions between the actual and theoretically estimated corrosion mass losses, based on Faraday’s law, with the aid of fully extracted reinforcement bars. The model used to predict the flexural strength of corroded reinforced concrete beams with large sizes demonstrated good agreement with current and previously published literature data. In the case of corroded beams comprising differing amounts of polypropylene fibers, the performance of the corroded beams was limited by a fiber volume fraction of 1.5% at low corrosion levels.

article Article

date_range 2018

language English

link Link of the paper

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