Journal ArticleDOI
Shear Strength of Steel Fiber-Reinforced Concrete Beamswithout Stirrups
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ACI Structural Journal, V. 99, No. 4, July-August 2002 as discussed by the authors, was reviewed under Institute publication policies, and a discussion was published in the May-June 2003 ACI structural journal if received by January 1, 2003.Abstract:
ACI Structural Journal/July-August 2002 ACI Structural Journal, V. 99, No. 4, July-August 2002. MS No. 01-402 received November 27, 2001, and reviewed under Institute publication policies. Copyright © 2002, American Concrete Institute. All rights reserved, including the making of copies unless permission is obtained from the copyright proprietors. Pertinent discussion will be published in the May-June 2003 ACI Structural Journal if received by January 1, 2003. ACI STRUCTURAL JOURNAL TECHNICAL PAPERread more
Citations
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Machine learning prediction of mechanical properties of concrete: Critical review
TL;DR: Examination of several Machine Learning models for forecasting the mechanical properties of concrete, including artificial neural networks, support vector machine, decision trees, and evolutionary algorithms are examined.
Journal Article
Shear Strength of Beams with Deformed Steel Fibers
TL;DR: In this paper, minimum shear reinforcement in the form of stirrups or hoops in beams when the factored shear force Vu exceeds 0.5φVc is considered.
Journal ArticleDOI
Shear strength of steel fiber-reinforced concrete beams
Daniel de Lima Araújo,Fernanda Gabrielle Tibúrcio Nunes,Romildo Dias Toledo Filho,M.A.S. Andrade +3 more
TL;DR: In this paper, the mechanical behavior of shear strength of steel fiber-reinforced concrete beams was analyzed, and the results demonstrated a great contribution from steel fibers to shear-strength of reinforced concrete beams and to reduce crack width.
Journal ArticleDOI
The composite effect of steel fibres and stirrups on the shear behaviour of beams using self-consolidating concrete
TL;DR: In this article, the influence of steel fiber on the workability of fresh self-consolidating concrete (SCC) beams was investigated, and the experimental results carried out on a series of simply supported SCC rectangular beams, using steel fiber reinforcement with and without stirrups, and subjected to four-point symmetrically placed vertical loads.
Journal ArticleDOI
Review of strain rate effects for UHPC in tension
TL;DR: In this paper, the effect of strain rate on the mechanical response of ultra-high performance concrete (UHPC) in tension is investigated, and an analysis of the data presented therein is presented.
References
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Journal ArticleDOI
Shear Behavior of High-Strength Fiber Reinforced Concrete Beams
Journal ArticleDOI
Shear Strength of Fibrous Concrete Beams Without Stirrups
TL;DR: In this paper, a series of longitudinally reinforced fibrous concrete beams were tested on the shear strength and the mode of failure for rectangular beams with no shear reinforcement.
Journal ArticleDOI
Experimental and theoretical investigation on the shear of steel fibre reinforced concrete beams
TL;DR: In this paper, a total of nine beams have been tested to investigate the influence of fibre reinforcement on the mechanical behaviour of reinforced concrete beams in shear, and the results show that the first crack shear strength increases significantly as fibre content increases and the improvement in ultimate shear performance is also achieved.