INVESTIGATION ON THE NONLINEAR BEHAVIOR OF REINFORCED CONCRETE BEAMS MADE WITH HIGH STRENGTH CONCRETE

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.

KHEYRODDIN A.; NADERPOUR H.

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

Journal Paper

Paper Information

Journal: Ferdowsi Civil Engineering Year:2009 | Volume:21 | Issue:1 Page(s): 63-76

Download Full-Text

Persian Verion

View:

2,053

Download:

Cites:

Information Journal Paper

Title

INVESTIGATION ON THE NONLINEAR BEHAVIOR OF REINFORCED CONCRETE BEAMS MADE WITH HIGH STRENGTH CONCRETE

Author(s)

KHEYRODDIN A. | NADERPOUR H. | Issue Writer Certificate

Keywords

FINITE ELEMENTSQ3

NONLINEAR ANALYSISQ2

HIGH STRENGTH CONCRETEQ2

REINFORCED CONCRETE BEAMQ2

TENSILE STIFFNESSQ3

Abstract

Concrete with high strength and quality as an economical and effective material has been developed considerably in construction industry. Components of concrete and interaction between them is significant in mechanical characteristics of it, so by a good understanding of this relationship, it is possible to select the type and amount of materials in order to have a concrete with an efficient behavior against external loads. One of the effective methods for determining the precise behavior of REINFORCED CONCRETE BEAMs starting from first step of loading and ending at failure stage and also calculating the cracking, yielding and ultimate loads is nonlinear FINITE ELEMENTS. The advantage of this method is to determined, the behavior of beam in all loading stages and also in all points in a beam. In this method, the geometry of a beam is introduced by 4-node elements and strain, stress and deflection in various points of beam can be determined using NONLINEAR ANALYSIS. In this paper the behavior of REINFORCED CONCRETE BEAMs with HIGH STRENGTH CONCRETE which had been tested, is investigated applying FINITE ELEMENTS and the effective parameters are determined. Considering the parametric studies, the nonlinear results show a good agreement with available experimental data.

Cites

No record.

References

بررسی تاثیر نوع بارگذاری بر روی ظرفیت دورانی لولاهای خمیری تیرهای بتن آرمه (کنفرانس)

Cite

APA: Copy

KHEYRODDIN, A., & NADERPOUR, H.. (2009). INVESTIGATION ON THE NONLINEAR BEHAVIOR OF REINFORCED CONCRETE BEAMS MADE WITH HIGH STRENGTH CONCRETE. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), 21(1), 63-76. SID. https://sid.ir/paper/195969/en

Vancouver: Copy

KHEYRODDIN A., NADERPOUR H.. INVESTIGATION ON THE NONLINEAR BEHAVIOR OF REINFORCED CONCRETE BEAMS MADE WITH HIGH STRENGTH CONCRETE. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING)[Internet]. 2009;21(1):63-76. Available from: https://sid.ir/paper/195969/en

IEEE: Copy

A. KHEYRODDIN, and H. NADERPOUR, “INVESTIGATION ON THE NONLINEAR BEHAVIOR OF REINFORCED CONCRETE BEAMS MADE WITH HIGH STRENGTH CONCRETE,” JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), vol. 21, no. 1, pp. 63–76, 2009, [Online]. Available: https://sid.ir/paper/195969/en

Related Journal Papers