Experimental investigation of CO2 solubility and its absorption rate into promoted aqueous potassium carbonate solutions at elevated temperatures

2019 ◽  
Vol 81 ◽  
pp. 83-92 ◽  
Author(s):  
Dimitrios Grimekis ◽  
Sotirios Giannoulidis ◽  
Konstantina Manou ◽  
Kyriakos D. Panopoulos ◽  
Sotirios Karellas
2016 ◽  
Vol 37 (1) ◽  
pp. 83-95 ◽  
Author(s):  
Grzegorz Bińczak ◽  
Władysław Moniuk ◽  
Zofia Mordecka ◽  
Cezary Możeński

Abstract In the paper the results of measurements of CO2 absorption rate in aqueous potassium carbonate solutions containing cyclohexylamine, diethanolamine, 2-methylaminoethanol and triethylenetetramine as activators have been presented. Enhnancement mass transfer factors as well as reaction rate constants have been determined. Results show that among the tested activators triethylenetetramine and 2-methyl-aminoethanol may be used (instead of diethanolamine) as new promotors in a modified BENFLIELD process.


2011 ◽  
Vol 4 ◽  
pp. 85-92 ◽  
Author(s):  
P. Behr ◽  
A. Maun ◽  
K. Deutgen ◽  
A. Tunnat ◽  
G. Oeljeklaus ◽  
...  

2019 ◽  
Vol 211 ◽  
pp. 610-629 ◽  
Author(s):  
Esmaeil Pournamazian Najafabadi ◽  
Mohammad Houshmand Khaneghahi ◽  
Hossein Ahmadie Amiri ◽  
Homayoon Esmaeilpour Estekanchi ◽  
Togay Ozbakkaloglu

Author(s):  
Thanyawat Pothisiri ◽  
Pitcha Jongvivatsakul ◽  
Vanichapoom Nantavong

<p>The use of post‐installed rebars into existing reinforced concrete structures bonded with epoxy resins was constantly increasing due to the advantage of equivalent or even higher bearing capacities at service temperature, compared with conventional cast‐in‐place rebars. Previous studies have examined the effects of different parameters on the mechanical properties of bonded post‐installed rebars at normal temperature. These studies showed that, for rebar diameter equal to 10 mm, the load bearing capacity increases linearly with the embedment length up to 75 mm. However, upon exposure to high temperatures, the glass transition of epoxy resins may occur and affect the mechanical behaviour of the adhesive bond. Studying the mechanical behaviour of an adhesive anchor at high temperatures is therefore necessary. An experimental investigation is conducted herein to examine the characteristics of the adhesive bonding stress between steel rebar and concrete interface at elevated temperatures using a series of pull‐out tests with varying rebar diameters and embedment lengths.</p>


2021 ◽  
Vol 20 (4) ◽  
pp. 507-516
Author(s):  
Ramona Tataru-Farmus ◽  
Maria Harja ◽  
Elisabeta Droniuc Hultuana ◽  
Consuelo Gomez de Castro ◽  
Gabriela Ciobanu ◽  
...  

Sign in / Sign up

Export Citation Format

Share Document