Estimating the Increase in the Mechanical Characteristics of Self-Compacting Lightweight Concrete Incorporating Pumice and Steel Fibers

سال انتشار: 1404
نوع سند: مقاله ژورنالی
زبان: انگلیسی
مشاهده: 103

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شناسه ملی سند علمی:

JR_CIVLJ-13-4_001

تاریخ نمایه سازی: 10 خرداد 1404

چکیده مقاله:

The incorporation of lightweight concrete significantly reduces the weight of structures. However, achieving proper density and ensuring the ease of concrete placement in structures with dense reinforcement has driven the development of self-compacting lightweight concrete (SCLC). Despite its advantages, SCLC exhibits brittleness similar to that of normal concrete. To address this limitation, steel fibers (SFs) can be integrated into SCLC to enhance its properties. In this study, SCLC was first produced using pumice aggregate. Fresh concrete properties were evaluated through Slump Flow, T۵۰, V-Funnel, and L-Box tests, leading to the selection of an optimal mix design. Subsequently, SFs were added to the SCLC at proportions of ۰.۱۲۵%, ۰.۲۵%, and ۰.۵% by volume. The effects of SFs on the mechanical properties of SCLC were assessed through hardened concrete tests, including compressive strength, splitting tensile strength, and flexural strength tests. The results demonstrated that adding SFs to SCLC containing pumice aggregate improves mechanical strength, with the enhancement continuing up to ۰.۵% fiber content by volume. A predictive method for estimating the strength development of hardened samples at varying SF percentages was proposed. According to the findings, the addition of ۰.۲۵%, ۰.۱۲۵%, and ۰.۲۵% SFs achieved the most significant enhancements in compressive, tensile, and flexural strengths, respectively. Furthermore, incorporating pumice and SFs in concrete contributes to reduced environmental impact, improved durability, and cost reduction, promoting sustainable and efficient construction practices. Finally, three equations were developed to estimate the ۲۸-day compressive, tensile, and flexural strengths based on SF content. Additionally, two equations were provided to predict tensile strength and modulus of rupture from the ۲۸-day compressive strength.

نویسندگان

Masoud Dadkhah

Ph.D. Candidate, Department of Civil Engineering, Shahid Bahonar University, Kerman, Iran

Reza Rahgozar

Professor, Faculty of Civil Engineering, Shahid Bahonar University, Kerman, Iran

Ehsan Barahouei Pasandi

M.Sc., Department of Civil Engineering, Islamic Azad University, Zahedan Branch, Iran

Peyman Rahgozar

Ph.D., Clark Construction Group, California, Los Angeles, United States