Study on Polypropylene Twisted Bundle Fiber Reinforced Lightweight Foamed Concrete

Author:

Mydin Md Azree Othuman1ORCID,Abdullah Mohd Mustafa Al Bakri23,Razak Rafiza Abdul2ORCID,Nawi Mohd Nasrun Mohd4,Risdanareni Puput5,Puspitasari Poppy5ORCID,Sandu Andrei Victor678ORCID,Baltatu Madalina Simona6ORCID,Vizureanu Petrica69ORCID

Affiliation:

1. School of Housing, Building and Planning, Universiti Sains Malaysia, Gelugor 11800, Penang, Malaysia

2. Centre of Excellence Geopolymer and Green Technology (CEGeoGTech), Universiti Malaysia Perlis (UniMAP), Arau 01000, Perlis, Malaysia

3. Faculty of Chemical Engineering & Technology, Universiti Malaysia Perlis, Arau 01000, Perlis, Malaysia

4. Disaster Management Institute (DMI), School of Technology Management and Logistics, Universiti Utara Malaysia, Sintok 06010, Kedah, Malaysia

5. Engineering Faculty, Universitas Negeri Malang, Semarang St. No. 5, Malang, East Java 65154, Indonesia

6. Faculty of Material Science and Engineering, Gheorghe Asachi Technical University of Iasi, 41 D. Mangeron St., 700050 Iasi, Romania

7. Romanian Inventors Forum, Str. Sf. P. Movila 3, 700089 Iasi, Romania

8. National Institute for Research and Development in Environmental Protection INCDPM, Splaiul Independentei 294, 060031 Bucharest, Romania

9. Technical Sciences Academy of Romania, Dacia Blvd 26, 030167 Bucharest, Romania

Abstract

Recent industrial developments have focused more and more on the applications of lightweight foamed concrete (LFC) in the construction industry, having advantages over normal-strength concrete. LFC, however, has several drawbacks including brittleness, high porosity, excessive drying shrinkage, rapid cracking, and low deformation resistance. Practical engineering typically chooses steel fiber or polymer fiber to increase the tensile and fracture resistance of LFC. The polypropylene twisted bundle fiber (PTBF) was added to the LFC with varying weight fractions of 0.0%, 0.5%, 1.0%, 1.5%, 2.0% and 2.5%. Three low densities of LFC were prepared, specifically 500 kg/m3, 700 kg/m3 and 900 kg/m3. The mechanical and durability properties of PTBF-reinforced LFC were determined through compression, flexural, splitting tensile, flow table, porosity, and water absorption tests. The results show that the addition of PTBF in LFC significantly improves the strength properties (compressive, flexural, and splitting tensile strengths) and reduces the water absorption capacity and porosity. The optimal weight fraction of PTBF was between 1.5 and 2.0% for mechanical properties enhancement. The inclusion of PTBF increased the ductility of LFC, and the specimens remain intact from loading to failure. The PTBF reduces the original cracks of the LFC and inhibits the development of further cracks in the LFC.

Funder

Ministry of Higher Education

Publisher

MDPI AG

Subject

Building and Construction,Civil and Structural Engineering,Architecture

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