@ANALYSIS OF SOFTENING RC ELEMENTS USING NON-LOCAL DIFFERENTIAL FIBER ELEMENT MODEL

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

KHALOU A.R.; TARIVERDILOU S.

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) Year:2001 | Volume:2 | Issue:2 Page(s): 143-157

Download Full-Text

View:

248

Download:

Cites:

Information Journal Paper

Title

@ANALYSIS OF SOFTENING RC ELEMENTS USING NON-LOCAL DIFFERENTIAL FIBER ELEMENT MODEL

Author(s)

KHALOU A.R. | TARIVERDILOU S. | Issue Writer Certificate

Keywords

DIFFERENTIAL HYSTERETIC MODEL

FIBER ELEMENT MODEL

NON-LOCAL MODEL

REINFORCED CONCRETE FLEXURAL MEMBERS

SOFTENING

Abstract

This paper presents a method of analysis for evaluating the SOFTENING behavior of RC members. In order to obtain mesh objective results, a non-local FIBER ELEMENT MODEL is introduced. The resisting force of each section, in the non-local FIBER ELEMENT MODEL, is calculated using a proposed DIFFERENTIAL HYSTERETIC MODEL, which is especially developed for modeling SOFTENING behavior under cyclic loading. The section hysteretic response is determined using microphone constitutive model for concrete and bi-linear elasto-plastic model for reinforcements. The calculated hysteretic behavior of sections is employed to scale the parameters of the DIFFERENTIAL HYSTERETIC MODEL. The proposed method is verified by the available experimental results. Close agreements between the numerical and experimental results are obtained. The method provides insight to the procedure of flexural localization. Also, due to computational efficiency of the method, it is possible to extend its use for analyzing RC frames with SOFTENING members.

Cites

No record.

References

No record.

Cite

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops