Thermal Crystallinity and Mechanical Behavior of Polyethylene Terephthalate

Author(s):  
Sudheer Bandla ◽  
Masoud Allahkarami ◽  
Jay C. Hanan
1976 ◽  
Vol 18 (9) ◽  
pp. 2419-2426 ◽  
Author(s):  
A.L. Volynskii ◽  
A.G. Aleskerov ◽  
T.Ye. Grokhovskaya ◽  
N.F. Bakeyev

2011 ◽  
Vol 21 ◽  
pp. 240-245 ◽  
Author(s):  
F. Khoffi ◽  
N. Khenoussi ◽  
O. Harzallah ◽  
J.Y. Drean

Polymers ◽  
2021 ◽  
Vol 13 (2) ◽  
pp. 233 ◽  
Author(s):  
Abdulhakim Almajid ◽  
Rolf Walter ◽  
Tim Kroos ◽  
Harry Junaidi ◽  
Martin Gurka ◽  
...  

The concept of microfibrillar composites (MFCs) is adopted to produce composites of polyethylene terephthalate (PET) fiber-reinforced polypropylene (PP) materials. The two polymers were dry mixed with PET content ranging from 22 to 45 wt%. The PET has been used as a reinforcement to improve the mechanical properties of composites. The relationship between the morphology of the MFC structure and the mechanical behavior of the MFC filament was investigated. Analysis of the structure and mechanical behavior helped to understand the influence of the stretching ratio, extruder-melt temperature, stretching-chamber temperature, and filament speed.


2012 ◽  
Vol 2012 ◽  
pp. 1-10 ◽  
Author(s):  
Francisco Casanova-del-Angel ◽  
Jorge Luis Vázquez-Ruiz

The manufacture of concrete using a polymer instead of a stony coarse aggregate known as gravel is presented. Polyethylene terephthalate (PET) is the polymer used, recycling soft drink containers with sufficient tenacity. PET is a material commonly used by engineers as a structural element, not as an aggregate. The research work revealed that PET aggregate produces good quality mixtures with lower volumetric weight but mechanical behavior similar to that of natural concrete with adequate granulometry. The water/cement (W/C) ratio is lower for light concretes than for natural concrete. Regarding stress and Flexural strength, it was found that for 300 kg/cm3 and higher cement consumption, which may be due to the fact that at low W/C ratios, the coarse aggregate behavior prevails, while at high W/C ratios, the paste behavior prevails. This leads us to the fact that PET aggregate is best applied on low cement consumption up to 300 kg/m3, since expensive mixtures for higher consumption may result from use on higher consumption. Modulus of elasticity for light concretes is lower than for natural concretes. Deformations are lower for light concretes than for natural concretes. A feature of using PET to substitute coarse aggregate is volumetric weight, since it is 68.88% lighter than concrete with natural aggregates.


2015 ◽  
Vol 668 ◽  
pp. 404-410 ◽  
Author(s):  
Ingrid Milena Reyes Martínez ◽  
Nathalia dos Santos Lopes Louzada ◽  
Lucas Mendes Repsold ◽  
Michéle D.T. Casagrande

Currently a lot of bottles of polyethylene terephthalate (PET) are discarded into the environment. In order to reduce the disposal of this polymer in nature, this study aims to evaluate the mechanical behavior of a clayey soil mixed with fine crushed PET. The potential use of this waste material in geotechnical applications may ultimately reduce the problem of improper disposal and improve the strength and deformation characteristics of the soil. This paper presents an experimental study to evaluate the mechanical behavior of pure soil and mixtures with different contents of PET waste by triaxial tests, in order to obtain the strength parameters of the Soil-PET mixtures. The clayey soil used was mixed with 10 and 20 percent of fine crushed PET by dry weight. Characterization tests such as grain size, Atterberg limits and compaction test were performed on the soil-PET mixtures. Triaxial tests at confining stresses of 50, 150 and 300 kPa were done on the soil and mixtures. The results show that the soil strength parameters are influenced by the addition of the fine crushed PET, thus improving characteristics such as friction angle and cohesion of the Soil-PET mixtures. This improvement also depends on the confining level which the samples were submitted. These mixtures may be used in pavement and other geotechnical works, so this paper proposes to contribute to a better understanding and interpretation of the behavior of reinforced soil with waste PET.


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