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Wyszukujesz frazę "Saeed, Farhan" wg kryterium: Autor


Wyświetlanie 1-3 z 3
Tytuł:
Study of thermal degradation behavior and kinetics of ABS/PC blend
Autorzy:
Bano, Saira
Ramzan, Naveed
Iqbal, Tanveer
Mahmood, Hamayoun
Saeed, Farhan
Powiązania:
https://bibliotekanauki.pl/articles/778844.pdf
Data publikacji:
2020
Wydawca:
Zachodniopomorski Uniwersytet Technologiczny w Szczecinie. Wydawnictwo Uczelniane ZUT w Szczecinie
Tematy:
ABS/PC blend
thermal degradation
iso-conversional analysis
activation energy
thermodynamic parameters
Opis:
This work investigated kinetics and thermal degradation of acrylonitrile butadiene styrene and polycarbonate (ABS/PC) blend using thermogravimetric analysis in the range of 25 to 520°C. For thermal degradation of blend, activation energy (Ea) and pre-exponential factor (A) were calculated under various heating rates as 5, 10, 15 and 20°C/min using iso-conversional model-free methods (Kissinger, Flynn-Wall- Ozawa and Friedman). Mass loss of the blend as a function of temperature was plotted as thermogravimetric curve (TG) while derivative values of mass loss were drawn as derivative thermogravimetric (DTG) curve. Using Kissinger method, Ea was 51.4 kJ/mol, while values calculated from FWO and Friedman method were 86–161 and 30–251 kJ/mol respectively. Results showed increasing trend of Ea with higher conversion values indicating different degradation mechanisms at the initial and final stages of the experiment. Thermodynamic parameters such as enthalpy change (ΔH), Gibbs free energy (ΔG) and entropy change (ΔS) were also calculated.
Źródło:
Polish Journal of Chemical Technology; 2020, 22, 3; 64-69
1509-8117
1899-4741
Pojawia się w:
Polish Journal of Chemical Technology
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Investigating the factor of safety for the design of columns using properties of steel rebarsmanufactured in Pakistan
Autorzy:
Abbas Zaidi, Safdar
Arsalan Saeed, Muhannad
Haider, Farhan
Powiązania:
https://bibliotekanauki.pl/articles/230463.pdf
Data publikacji:
2020
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
współczynnik redukcji wytrzymałości
analiza wytrzymałościowa
obciążenie momentem
interakcja
słup żelbetowy
strength reduction factor
strength analysis
moment load
interaction
reinforced concrete column
Opis:
This paper includes the behaviour of RC column, using the steel strength data employed by Rafi et al. (2014). Eccentric short columns are studied for this purpose, both tension and compression controlled sections, are analysed considering the current design practice of Pakistan. Three cross sections were analysed using different steel percentages against load-moment interaction and the strength analyses. Concrete strength is also varied in this analysis. The load moment interaction diagrams were observed in major and minor axes and strength analysis is made for compression controlled and tension controlled sections. In this analysis it is observed that a section designed as a tension controlled is giving brittle failure at certain limit which should be avoided. Considering this scenario, several random cross sections are analysed, strength reduction factors for eccentric and pure axial columns are computed. Conclusions are made on behalf of this analysis for different types of column design.
Źródło:
Archives of Civil Engineering; 2020, 66, 3; 191-208
1230-2945
Pojawia się w:
Archives of Civil Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Investigating the factor of safety for the design of columns using properties of steel rebar’s manufactured in Pakistan
Autorzy:
Zaidi, Safdar Abbas
Saeed, Muhammad Arsalan
Haider, Farhan
Powiązania:
https://bibliotekanauki.pl/articles/1849760.pdf
Data publikacji:
2020
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
współczynnik redukcji wytrzymałości
analiza wytrzymałościowa
interakcja
moment obciążenia
pręt stalowy
słup
strength reduction factor
strength analysis
load moment
interaction
steel rebar
column
Opis:
This paper includes the behaviour of RC column, using the steel strength data employed by Rafi et al. (2014). Eccentric short columns are studied for this purpose, both tension and compression controlled sections, are analysed considering the current design practice of Pakistan. Three cross sections were analysed using different steel percentages against load-moment interaction and the strength analyses. Concrete strength is also varied in this analysis. The load moment interaction diagrams were observed in major and minor axes and strength analysis is made for compression controlled and tension controlled sections. In this analysis it is observed that a section designed as a tension controlled is giving brittle failure at certain limit which should be avoided. Considering this scenario, several random cross sections are analysed, strength reduction factors for eccentric and pure axial columns are computed. Conclusions are made on behalf of this analysis for different types of column design.
Źródło:
Archives of Civil Engineering; 2020, 66, 4; 61-78
1230-2945
Pojawia się w:
Archives of Civil Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-3 z 3

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