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

Identyfikatory

DOI

10.24425/ace.2020.134392

• Języki publikacji: EN

Abstrakty

EN

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.

Słowa kluczowe

EN

strength reduction factor; strength analysis; moment load; interaction; reinforced concrete column

PL

współczynnik redukcji wytrzymałości; analiza wytrzymałościowa; obciążenie momentem; interakcja; słup żelbetowy

• Wydawca: Komitet Inżynierii Lądowej i Wodnej PAN ; Politechnika Warszawska, Wydział Inżynierii Lądowej
• Czasopismo: Archives of Civil Engineering
• Rocznik: 2020
• Tom: Vol. 66, nr 3
• Strony: 191--208
• Opis fizyczny: Bibliogr. 18 poz., il., tab.

Twórcy

autor

Zaidi Safdar Abbas

• NED University of Engineering & Technology, Department of Civil Engineering, Karachi, Pakistan (student)

autor

Saeed Muhammad Arsalan

• Sir Syed University of Engineering & Technology, Faculty of Civil Engineering, Karachi, Pakistan

autor

Haider Farhan

• Sir Syed University of Engineering & Technology, Faculty of Civil Engineering, Karachi, Pakistan

Bibliografia

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