Javascript must be enabled to continue!
Water Absorption and Mechanical Properties of Pile-Knit Fabrics Based on Conjugate N/P Microfibers
View through CrossRef
The effect of chemical splitting on the water absorption and mechanical properties of a split-type nylon/polyester (N/P) microfiber pile knit is investigated under various alkaline hydrolysis treatment conditions. Weight loss of the hydrolyzed pile knit increases as hydrolysis time, temperature, and concentration of sodium hydroxide increase. Areal density decreases with increased weight loss. Maximum water absorption (%) is 28.1 % of weight loss. In terms of mechanical properties measured by KES-FB, deformation of the shape of the knit is easy due to decreased tensile strength. Bending and shearing values diminish, which leads to increased drapability and flexibility. Surface properties vary with changes in weight loss. The morphological study reveals that the fineness of the split polyester microfibers decreases with increased weight loss.
Title: Water Absorption and Mechanical Properties of Pile-Knit Fabrics Based on Conjugate N/P Microfibers
Description:
The effect of chemical splitting on the water absorption and mechanical properties of a split-type nylon/polyester (N/P) microfiber pile knit is investigated under various alkaline hydrolysis treatment conditions.
Weight loss of the hydrolyzed pile knit increases as hydrolysis time, temperature, and concentration of sodium hydroxide increase.
Areal density decreases with increased weight loss.
Maximum water absorption (%) is 28.
1 % of weight loss.
In terms of mechanical properties measured by KES-FB, deformation of the shape of the knit is easy due to decreased tensile strength.
Bending and shearing values diminish, which leads to increased drapability and flexibility.
Surface properties vary with changes in weight loss.
The morphological study reveals that the fineness of the split polyester microfibers decreases with increased weight loss.
Related Results
Analysis Of Three-Dimensional Pile Groups With Nonlinear Soil Response And Pile-Soil-Pile Interaction
Analysis Of Three-Dimensional Pile Groups With Nonlinear Soil Response And Pile-Soil-Pile Interaction
ABSTRACT
Present methods of pile group analysis are either limited to special geometric cases or do not consider pile-soil-pile interaction. An analytical procedu...
Simplified Heat Transfer Model for Spiral‐Coil Energy Pile Groups and the Pile–Pile Thermal Interference
Simplified Heat Transfer Model for Spiral‐Coil Energy Pile Groups and the Pile–Pile Thermal Interference
ABSTRACTThe spiral heat exchanger of the energy pile groups is divided into multiple segments. Each heat exchanger segment is regarded as a three‐dimensional spiral heat source of ...
Pile–Soil Interaction and Group Pile Effect in Composite Foundation Under Different Pile Length Conditions
Pile–Soil Interaction and Group Pile Effect in Composite Foundation Under Different Pile Length Conditions
With the rapid development of urbanization and infrastructure construction, the requirements for the foundation design of high-rise buildings and large bridges are increasing. Pile...
Contact between Prefabricated Pile and Pile Clamping Jaws under Pile Driving
Contact between Prefabricated Pile and Pile Clamping Jaws under Pile Driving
Pile clamping mechanism with hydraulic static pile driver has advantages of convenient for the design, improvement and use. The maximum transmission pile driving force of pile clam...
Underwater Pile Driving Test Offshore Louisiana
Underwater Pile Driving Test Offshore Louisiana
ABSTRACT
This report presents results of an underwater pile driving test conducted at South Marsh Island Block 130, offshore Louisiana. A 24inch diameter tubular ...
A procedure to determine resistance factors for a newly developed rotation steel pile
A procedure to determine resistance factors for a newly developed rotation steel pile
The aim of this study is to establish a procedure to determine resistance factors for newly developed pile products through an example of the rotational intrusion steel pile (RI pi...
A Procedure to Determine Resistance Factors for a Newly Developed Rotation Steel Pile
A Procedure to Determine Resistance Factors for a Newly Developed Rotation Steel Pile
The aim of this study is to establish a procedure to determine resistance factors for newly developed pile products through an example of the rotational intrusion steel pile (RI pi...
Application of Model Pile Tests to Axial Pile Design
Application of Model Pile Tests to Axial Pile Design
ABSTRACT
Experiments conducted with instrumented model pile segment probes at Harvey and Empire, Louisiana are summarized and the observed behavior interpreted. C...

