Related Experiment Video
Updated: Aug 28, 2026

Measuring the Mechanical Properties of Glass Fiber Reinforcement Polymer Composite Laminates Obtained by Different Fabrication Processes
Published on: June 30, 2023
Thermal and Mechanical Properties of Cementitious Waste-Coated Polyamide 6 Composites
Ayfer Donmez Cavdar1, Husnu Yel2, Sevda Boran Torun3
1Department of Forest Industry Engineering, Faculty of Forestry, Karadeniz Technical University, 61080 Trabzon, Türkiye.
Abstract:
The study investigates pozzolanic materials, silica fume, and fly ash as reinforcement agents in a polyamide 6 (PA6) matrix with cement. The materials were combined in various proportions and applied via ultrasonic coating before being extruded into composite filament samples. Different characterization techniques, including thermogravimetric analysis (TGA) and Differential Scanning Calorimetry (DSC), were employed for evaluation of the samples. Results showed that PA6 composites with silica fume had the highest modulus of elasticity (MOE) but relatively low modulus of rupture (MOR) values for the samples. The addition of cement and fly ash enhanced their overall mechanical properties, increasing MOR and MOE by 24.4% and 81.5%, respectively. TGA indicated improved thermal stability with silica fume, while fly ash displayed the highest residual mass. Neat PA6 maintained a high maximum decomposition temperature (Tmax) but minimal residue. DSC results suggested that while melting temperature remained largely unchanged, cement reduced enthalpy change, indicating limited crystallization. Neat PA6's low heat deflection temperature (HDT) due to amorphous content led to reduced mechanical strength at high temperatures. Cement enhanced the deformation resistance of the samples, while silica fume provided limited reinforcement. Having fly ash in the samples significantly improved their HDT, thermal stability, and rigidity. Based on the findings in this study, pozzolanic materials demonstrated their potential use as effective fillers for PA6 composites in various applications.
Related Concept Videos
Strength of Cement
For compressive strength tests, ASTM C 109-05 standards prescribe a cement-sand mix ratio of 1:2.75 and a water/cement ratio of 0.485 for making 2-inch cubes. These cubes are mixed, cast, and cured in saturated lime water at 23°C until testing. Flexural strength testing, outlined in ASTM C...
Mortar Properties
Fiber Reinforced Concrete
Types of Cement I
Type I (Ordinary Portland Cement) is widely used for general construction where special properties are not required. It has moderate sulfate resistance and heat of hydration.
Type II (Modified Cement) offers moderate resistance to sulfate attack and a lower rate of heat development compared to Type I. It is suitable for structures in...
Strength and Heat of Hydration
The heat of hydration for each cement compound is significant; for instance, tricalcium aluminate (C3A) and...
Types of Cement II

