AN OBSERVATION INTO SHEAR BEHAVIOR OF HIGH STRENGTH SELF-COMPACTING 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.

REZAEIFAR O.; GHODS A.

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

Journal Paper

Paper Information

Journal: JOURNAL OF CONCRETE RESEARCH Year:2014 | Volume:7 | Issue:1 Page(s): 55-69

Download Full-Text

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

Persian Verion

View:

1,121

Download:

Cites:

Information Journal Paper

Title

AN OBSERVATION INTO SHEAR BEHAVIOR OF HIGH STRENGTH SELF-COMPACTING CONCRETE

Author(s)

REZAEIFAR O. | GHODS A. | Issue Writer Certificate

Keywords

SELF-COMPACTING CONCRETEQ1

LIMESTONE POWDERQ2

MICRO SILICA POWDERQ2

L BOXQ2

COMPRESSIVE STRENGTHQ1

SPLITTING TENSILE STRENGTHQ2

CRACKING MOMENTQ2

ULTIMATE SHEAR STRENGTHQ2

Abstract

In this research, we observe the effect of high strength SCC concrete on shear behavior, CRACKING MOMENT & condition. The main testing parameters are concrete type, stirrups distance and concrete strength variation. Therefore nine samples were casted which three of them are normal concrete with 400 MPa strength and the others were SCC with high strength of 60 and 80 MPa. Stirrup distances of 80, 100 and 133 millimeters used for each groups. The testing beams were loaded with simple supports under two concentrate loads. The results have appeared that stiffness and ULTIMATE SHEAR STRENGTH increased with using SCC concrete whereas the displacement decreased. Modes of cracking and patterns of normal and high strength SCC concrete were the same in ultimate load and ductility and ultimate load is increases by stirrups distance reduction in each beams.

Cites

No record.

References

No record.

Cite

APA: Copy

REZAEIFAR, O., & GHODS, A.. (2014). AN OBSERVATION INTO SHEAR BEHAVIOR OF HIGH STRENGTH SELF-COMPACTING CONCRETE. JOURNAL OF CONCRETE RESEARCH, 7(1), 55-69. SID. https://sid.ir/paper/197248/en

Vancouver: Copy

REZAEIFAR O., GHODS A.. AN OBSERVATION INTO SHEAR BEHAVIOR OF HIGH STRENGTH SELF-COMPACTING CONCRETE. JOURNAL OF CONCRETE RESEARCH[Internet]. 2014;7(1):55-69. Available from: https://sid.ir/paper/197248/en

IEEE: Copy

O. REZAEIFAR, and A. GHODS, “AN OBSERVATION INTO SHEAR BEHAVIOR OF HIGH STRENGTH SELF-COMPACTING CONCRETE,” JOURNAL OF CONCRETE RESEARCH, vol. 7, no. 1, pp. 55–69, 2014, [Online]. Available: https://sid.ir/paper/197248/en

Related Journal Papers