Related Experiment Video
Updated: May 14, 2025

Fabrication of Compressed Hosiery and Measurement of its Pressure Characteristic Exerted on the Lower Limbs
Published on: May 27, 2020
Pressure and Thermal Behavior of Elastic Polyurethane and Polyamide Knitted Fabrics for Compression Textiles
Nga Wun Li1, Mei-Ying Kwan2, Kit-Lun Yick2
1Faculty of Design, Architecture and Building, University of Technology Sydney, Ultimo, NSW 2007, Australia.
Abstract:
Compression stockings have long been manufactured in a single color without patterns, but enhancing their aesthetic appeal through knitted designs can improve user compliance. This study explores the potential of punch lace knitted structures to create patterns in compression textiles by seamless knitting technology while maintaining sufficient pressure. The effects of yarn material, number of yarns used, and knitted patterns on pressure and thermal comfort will be studied. The fabric pressure was evaluated using pressure sensors with a leg mannequin, while the thermal properties were measured according to the textile standard. This study found that the pressure and thermal conductivity of fabric are significantly influenced by the number of yarn and yarn materials, but not the knitted pattern. Cupro/cotton/polyurethane yarn (A) exhibits the strongest positive impact on pressure, increasing by 2.03 mmHg with the addition of one end of yarn A while polyamide/lycra yarn (C) exhibits a higher thermal conductivity than yarn A. For air permeability, the number of yarn and knitted patterns significantly affects the ventilation resistance. Pattern B with an additional needle in a float stitch shows 0.023 kPa·s/m lower resistance than pattern A. The findings from this study can be widely used in health, medical, and sports applications.
More Related Videos
Related Concept Videos
Members Made of Elastoplastic Material
As the bending moment...
Plastic Behavior
Behavior of Concrete Under Compressive Load
As the concrete specimen fractures under...
Thermal Stress
Hooke's Law
Elasticity in Concrete

