Presenting Fatigue Prediction Model of Macro-Synthetic Fiber Reinforced Roller-Compacted 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.

Rooholamini H.; HASSANI A.; KARIMI A.; Ghobadipour B.

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

Journal Paper

Paper Information

Journal: JOURNAL OF TRANSPORTATION RESEARCH Year:2019 | Volume:16 | Issue:1 (58) Page(s): 185-195

Download Full-Text

Persian Verion

View:

487

Download:

Cites:

Information Journal Paper

Title

Presenting Fatigue Prediction Model of Macro-Synthetic Fiber Reinforced Roller-Compacted Concrete

Author(s)

Rooholamini H. | HASSANI A. | KARIMI A. | Ghobadipour B. | Issue Writer Certificate

Keywords

Roller Compacted Concrete PavementQ1

Mechanical properties Fracture toughnessQ1

Fatigue lifeQ1

Abstract

Roller-compacted concrete (RCCP) is a zero-slump and stiff-dry mixture which is usually placed with an asphalt paver and compacted by conventional vibratory roller compactors to achieve the required density. Typically, the RCCP is constructed without joint. It needs neither forms nor surface finishing, nor does it contain bar reinforcing and dowels. Consequently, considering a proper mix design, load transfer can be achieved through aggregate interlock. Nevertheless, RCCP can be reinforced with fibers in order to improve the durability, flexural strength, load transfer capacity, and so on. Accordingly, this research was conducted to study the effects of fibers on the mechanical properties of RCCP and present a prediction fatigue model based on third-point beam fatigue test. Based on three-point bending test results on notched beam, fiber, cement, and water linearly affect the flexural strength. However, fiber tended to influence the fracture energy more significantly than flexural strength. It was found that stress ratio, fiber content and fracture energy was the significant term to predict Fatigue life, respectively.

Cites

No record.

References

No record.

Cite

APA: Copy

Rooholamini, H., HASSANI, A., KARIMI, A., & Ghobadipour, B.. (2019). Presenting Fatigue Prediction Model of Macro-Synthetic Fiber Reinforced Roller-Compacted Concrete. JOURNAL OF TRANSPORTATION RESEARCH, 16(1 (58) ), 185-195. SID. https://sid.ir/paper/83791/en

Vancouver: Copy

Rooholamini H., HASSANI A., KARIMI A., Ghobadipour B.. Presenting Fatigue Prediction Model of Macro-Synthetic Fiber Reinforced Roller-Compacted Concrete. JOURNAL OF TRANSPORTATION RESEARCH[Internet]. 2019;16(1 (58) ):185-195. Available from: https://sid.ir/paper/83791/en

IEEE: Copy

H. Rooholamini, A. HASSANI, A. KARIMI, and B. Ghobadipour, “Presenting Fatigue Prediction Model of Macro-Synthetic Fiber Reinforced Roller-Compacted Concrete,” JOURNAL OF TRANSPORTATION RESEARCH, vol. 16, no. 1 (58) , pp. 185–195, 2019, [Online]. Available: https://sid.ir/paper/83791/en

Related Journal Papers