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High-performance fiber-reinforced cementitious composites (HPFRCCs) are a group of fiber-reinforced cement-based composites that possess the unique ability to flex and self-strengthen before fracturing. This particular class of
concrete Concrete is a composite material composed of fine and coarse aggregate bonded together with a fluid cement (cement paste) that hardens (cures) over time. Concrete is the second-most-used substance in the world after water, and is the most wid ...
was developed with the goal of solving the structural problems inherent with today’s typical concrete, such as its tendency to fail in a brittle manner under excessive loading and its lack of long-term durability. Because of their design and composition, HPFRCCs possess the remarkable ability to plastically yield and harden under excessive loading, so that they flex or deform before fracturing, a behavior similar to that exhibited by most metals under tensile or bending stresses. Because of this capability, HPFRCCs are more resistant to cracking and last considerably longer than normal concrete. Another extremely desirable property of HPFRCCs is their low density. A less dense, and hence lighter material means that HPFRCCs could eventually require much less energy to produce and handle, deeming them a more economical building material. Because of HPFRCCs’ lightweight composition and ability to strain harden, it has been proposed that they could eventually become a more durable and efficient alternative to typical concrete. HPFRCCs are simply a subcategory of ductile fiber-reinforced cementititous composites (DFRCCs) that possess the ability to strain harden under both bending and tensile loads, not to be confused with other DFRCCs that only strain harden under bending loads.


Composition

Because several specific formulas are included in the HPFRCC class, their physical compositions vary considerably. However, most HPFRCCs include at least the following ingredients: fine aggregates, a super
plasticizer A plasticizer ( UK: plasticiser) is a substance that is added to a material to make it softer and more flexible, to increase its plasticity, to decrease its viscosity, and/or to decrease friction during its handling in manufacture. Plasticiz ...
, polymeric or
metallic fiber Metallic fibers are manufactured fibers composed of metal, metallic alloys, plastic-coated metal, metal-coated plastic, or a core completely covered by metal. Having their origin in textile and clothing applications, gold and silver fibers have ...
s, cement, and water. Thus the principal difference between HPFRCC and typical concrete composition lies in HPFRCCs' lack of coarse aggregates. Typically, a fine aggregate such as silica sand is used in HPFRCCs.


Material properties

Strain hardening, the most coveted capability of HPFRCCs, occurs when a material is loaded past its
elastic limit In materials science and engineering, the yield point is the point on a stress-strain curve that indicates the limit of elastic behavior and the beginning of plastic behavior. Below the yield point, a material will deform elastically and w ...
and begins to deform plastically. This stretching or ‘straining’ action actually strengthens the material. This phenomenon is made possible through the development of multiple microscopic cracks, opposed to the single crack/strain softening behavior exhibited by typical fiber-reinforced concretes. It occurs in HPFRCCs as several fibers slip past one another. One aspect of HPFRCC design involves preventing crack propagation, or the tendency of a crack to increase in length, ultimately leading to material fracture. This occurrence is hindered by the presence of fiber bridging, a property that most HPFRCCs are specifically designed to possess. Fiber bridging is the act of several fibers exerting a force across the width of a crack in an attempt to prevent the crack from developing further. This capability is what gives bendable concrete its ductile properties. Listed below are some basic mechanical properties of ECC, or Engineered Cementitious Composite, a specific formula of HPFRCC, developed at the
University of Michigan , mottoeng = "Arts, Knowledge, Truth" , former_names = Catholepistemiad, or University of Michigania (1817–1821) , budget = $10.3 billion (2021) , endowment = $17 billion (2021)As o ...
. This information is available in Victor C. Li's article on (ECC)- Tailored Composites through Micromechanical Modeling. The first property listed, the ultimate tensile strength of 4.6 MPa, is slightly larger than the accepted tensile strength of standard
fiber-reinforced concrete Fiber-reinforced concrete or fibre-reinforced concrete (FRC) is concrete containing fibrous material which increases its structural integrity. It contains short discrete fibers that are uniformly distributed and randomly oriented. Fibers inclu ...
s, (4.3 MPa). More notable, however, is the extremely high ultimate strain value of 5.6% when compared to most FRC's ultimate strain values ranging in the few hundredths of a percent. The first crack stress and first crack strain values are significantly low compared to normal concrete, both the result of the multiple crack phenomenon associated with HPFRCCs.


Design methodology

The basis for the engineered design of different HPFRCCs varies considerably despite their similar compositions. For instance, the design of one type of HPFRCC called ECC stems from the principles of
micromechanics Micromechanics (or, more precisely, micromechanics of materials) is the analysis of composite or heterogeneous materials on the level of the individual constituents that constitute these materials. Aims of micromechanics of materials Heterogeneo ...
. This field of study is best described as relating macroscopic mechanical properties to a composite's microstructure, and is only one specific method used to design HPFRCCs. Another design methodology used in other formulas of HPFRCCs is based on the material’s ability to withstand seismic loading.


Applications

Proposed uses for HPFRCCs include bridge decks, concrete pipes, roads, structures subjected to seismic and non-seismic loads, and other applications where a lightweight, strong and durable building material is desired. ECC has already been used by the
Michigan Department of Transportation The Michigan Department of Transportation (MDOT) is a constitutional government principal department of the US state of Michigan. The primary purpose of MDOT is to maintain the Michigan State Trunkline Highway System which includes all Interstat ...
to patch a portion of the Grove Street Bridge deck over Interstate 94. The ECC patch was used as a replacement to the previously existent expansion joint that linked two deck slabs. Expansion joints, commonly used in bridges to allow for the seasonal expansion and contraction of the concrete decks, are an example of a ubiquitous construction practice that could eventually be eliminated through the use of bendable concrete. Other existent structures composed of HPFRCCs, specifically ECC, include the Curtis Road Bridge in Ann Arbor, MI and the Mihara Bridge in Hokkaido, Japan. The deck of the Mihara Bridge, composed of bendable concrete, is only five centimeters thick and has an expected lifetime of one-hundred years. Though HPFRCCs have been tested extensively in the lab and been employed in a few commercial building projects, further long-term research and real-world application is needed to prove the true benefits of this material.http://naac.diet.ac.in/criterias/criteria-3/3.3.4/DHAN-Civil-MV-Pub-18-19.pdf Experimental Study on Glass Fibre Reinforced Concrete with Partial Replacement of Cement by Rice Husk Ash and Fine Aggregate by Copper Slag and Quarry Dust


References

{{reflist *Fischer, Gregor. (2005). RILEM Paper - Task Group E– Seismic Design, Shear and Torsion – Conclusions. Retrieved Feb. 14, 2007, from the World Wide Web: https://web.archive.org/web/20071016222810/http://www.rilem.net/fiche.php?cat=conference&reference=pro049-039 *Klemmens, Tom. (2004). Find Articles. Retrieved Jan. 24, 2007, from the World Wide Web: http://www.findarticles.com/p/articles/mi_m0NSX/is_12_49/ai_n8590896 *Li, Victor C. (1997). Engineered Cementitious Composites (ECC) - Tailored Composites through Micromechanical Modeling. Retrieved Feb. 14, 2007, from the World Wide Web: http://www.engineeredcomposites.com/publications/csce_tailoredecc_98.pdf *Li, Victor C. and Wang, Shuxin. (2005). Microstructure variability and macroscopic composite properties of high performance fiber reinforced cementitious composites. Retrieved Feb. 14, 2007, from the World Wide Web: http://ace-mrl.engin.umich.edu/NewFiles/publications/2006/Li(ProbEngMech).pdf *Matsumoto, Takashi. and Mihashi, Hirozo. JCI-DFRCC Summary Report on DFRCC and Application Concepts. Retrieved Feb. 14, 2007, from the World Wide Web: http://www.engineeredcomposites.com/publications/DFRCC_Terminology.pdf *New Bridges Made of Bendable Concrete. (2005, May 6). LiveScience. Retrieved Jan. 24, 2007, from the World Wide Web: http://www.livescience.com/technology/050506_bendable_concrete.html *Researchers make Bendable Concrete. (2005, May 4). Physorg.com. Retrieved Jan. 24, 2007, from the World Wide Web: http://www.physorg.com/news3985.html


External links

*http://ace-mrl.engin.umich.edu/NewFiles/publications/2006/Li(ProbEngMech).pdf Fibre-reinforced cementitious materials