Log in

Relevant bibliographies by topics / Fiber-reinforced concrete – Fatigue

Contents

Journal articles

Academic literature on the topic 'Fiber-reinforced concrete – Fatigue'

Author: Grafiati

Published: 4 June 2021

Last updated: 8 February 2022

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Fiber-reinforced concrete – Fatigue.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Fiber-reinforced concrete – Fatigue"

1

Liu, Ke, Yan Ming Wang, Wen Wen Yang, and Yong Sun. "Study on Fatigue Resistance Performance of Flexible Fiber and Rigid Fiber Reinforced Concrete." Advanced Materials Research 430-432 (January 2012): 619–22. http://dx.doi.org/10.4028/www.scientific.net/amr.430-432.619.

Full text

Abstract:

The fiber reinforced concrete with flexible fiber and rigid fiber respectively added into C30 plain concrete, curing under standard condition for 28 days, was used for fatigue resistance performance experiment. The flexible fiber is American Dura fiber and Chinese nylon fiber. The rigid fiber is Chinese steel fiber. The fatigue resistance property was evaluated by the residual strength after 400 thousand times fatigue damage. The result shows that the residual strength of C30 plain concrete was only 35.0% of initial value, but the residual strength of C30 fiber reinforced concrete still remain

APA, Harvard, Vancouver, ISO, and other styles

2

Lee. "Fatigue Evaluation of Precast Concrete Deck Connection using Ultra-High Performance, Fiber Reinforced Concrete." Journal of the Korean Society of Civil Engineers 35, no. 2 (2015): 275. http://dx.doi.org/10.12652/ksce.2015.35.2.0275.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Guo, Meng Meng, Zhong Ren Feng, and Yang Chen. "Research on Material Fatigue Test of Steel Fiber Reinforced Concrete under Tension and Compression Loading." Key Engineering Materials 730 (February 2017): 353–57. http://dx.doi.org/10.4028/www.scientific.net/kem.730.353.

Full text

Abstract:

Using the material testing machine of electro-hydraulic servo fatigue tests had been carried out on ordinary concrete and steel fiber reinforced concrete. The fatigue life, strength, stress and strain had been measured under tension and compression loading. The variation of fatigue was analyzed based on the test results. Having regression analysis, obtained the fatigue strength. Mean-while, the fatigue strain-life curves of ordinary concrete and steel fiber reinforced concrete had been made after data processing. The results had been showed that the fatigue property of steel fiber reinforced c

APA, Harvard, Vancouver, ISO, and other styles

4

Wang, Guan, Caiqian Yang, Chunlin Meng, Zhenxue Xia, Yong Pan, and Mengwei Wang. "Experimental study on the mechanical and self-sensing behaviors of prestressed carbon fiber–reinforced polymer reinforced concrete composite structures." Advances in Structural Engineering 23, no. 8 (2020): 1507–20. http://dx.doi.org/10.1177/1369433219895915.

Full text

Abstract:

A type of self-sensing prestressed carbon fiber–reinforced polymer reinforced concrete composite structure was proposed and studied, composed of reinforced concrete beam, prestressed carbon fiber–reinforced polymer plate, and long-gauge fiber Bragg grating sensors. The carbon fiber–reinforced polymer plate was prestressed and bonded to the bottom of the reinforced concrete beam. Two types of anchorage systems were compared and studied. The long-gauge fiber Bragg grating sensors were used as active elements for the self-sensing of mechanical responses, which were installed on the tensile rebars

APA, Harvard, Vancouver, ISO, and other styles

5

Nanni, Antonio. "Fatigue behaviour of steel fiber reinforced concrete." Cement and Concrete Composites 13, no. 4 (1991): 239–45. http://dx.doi.org/10.1016/0958-9465(91)90029-h.

Full text

APA, Harvard, Vancouver, ISO, and other styles

6

Wang, Ji, Ming Zhong Zhang, and Xiao Chun Fan. "Experimental Study on the Flexural Fatigue Damage Evolution of Layered Fiber Reinforced Concrete." Key Engineering Materials 385-387 (July 2008): 673–76. http://dx.doi.org/10.4028/www.scientific.net/kem.385-387.673.

Full text

Abstract:

In order to study the damage evolution law for layered fiber reinforced concrete subjected to flexural fatigue, the flexural fatigue tests were carried out on both layered steel fiber reinforced concrete(LSFRC) and layered hybrid fiber reinforced concrete(LHFRC) beams of which the type of steel fiber was uniform on the same concrete mix. At the same time the flexural fatigue tests with original concrete(OC) were carried out. Based on the experiments, both flexural fatigue life and damage characteristic of LSFRC LHFRC and OC were compared and analyzed. The results indicated that the fatigue lif

APA, Harvard, Vancouver, ISO, and other styles

7

Deng, Zong Cai, Hong Liang Deng, Jian Hui Li, and Guo Dong Liu. "Flexural Fatigue Behavior and Performance Characteristics of Polyacrylonitrile Fiber Reinforced Concrete." Key Engineering Materials 302-303 (January 2006): 572–83. http://dx.doi.org/10.4028/www.scientific.net/kem.302-303.572.

Full text

Abstract:

This paper presents the results of an experimental investigation to determine the flexural fatigue strength and fatigue life of concrete beams reinforced with monofilament polyacrylonitrile fibers (PAN fiber for short). The performance of fresh concrete and the elastic and mechanical properties of hardened concrete are compared by samples with and without fibers. The toughness calculated according to both ASTM and JCI methods increased with the addition of fibers. The toughness indexes I5 was 3.8-4.2 times，I10 was 5.8—6.8 times that of the plain concrete. The equivalent strength was 0.63-0.87

APA, Harvard, Vancouver, ISO, and other styles

8

Cachim, Paulo B., Joaquim A. Figueiras, and Paulo A. A. Pereira. "Fatigue behavior of fiber-reinforced concrete in compression." Cement and Concrete Composites 24, no. 2 (2002): 211–17. http://dx.doi.org/10.1016/s0958-9465(01)00019-1.

Full text

APA, Harvard, Vancouver, ISO, and other styles

9

Naaman, A. E., and H. Hammoud. "Fatigue characteristics of high performance fiber-reinforced concrete." Cement and Concrete Composites 20, no. 5 (1998): 353–63. http://dx.doi.org/10.1016/s0958-9465(98)00004-3.

Full text

APA, Harvard, Vancouver, ISO, and other styles

10

Lee, S. Joon, Jon P. Rust, Hechmi Hamouda, Y. Richard Kim, and Roy H. Borden. "Fatigue Cracking Resistance of Fiber-Reinforced Asphalt Concrete." Textile Research Journal 75, no. 2 (2005): 123–28. http://dx.doi.org/10.1177/004051750507500206.

Full text

APA, Harvard, Vancouver, ISO, and other styles

More sources

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!