Relevant bibliographies by topics / Micro steel fiber

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'Micro steel fiber'

Author: Grafiati
Published: 3 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Micro steel fiber"

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Yang, Qingguo, Nan Ru, Xuefeng He, and Yi Peng. "Mechanical Behavior of Refined SCC with High Admixture of Hybrid Micro- and Ordinary Steel Fibers." Sustainability 14, no. 9 (2022): 5637. http://dx.doi.org/10.3390/su14095637.

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The addition of steel fiber to self-consolidating concrete (SCC) may considerably prolong concrete cracking time and improve its deforming performance. Current studies mainly apply high content micro-steel fibers to improve the mechanical performance of SCC whilst assuring its workability, however, there are still very few studies concerning the influence of a mixture of a high content of micro-steel fibers with ordinary steel fibers on the performance of SCC. Thus, this paper conducted experimental studies on micro-steel fiber and ordinary-sized steel fiber hybrid reinforced self-consolidatin
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Jabir, Hussain A., Sallal R. Abid, Munther L. Abdul Hussein, and Sajjad H. Ali. "Repeated Drop-Weight Impact Tests on RPC Containing Hybrid Fibers." Applied Mechanics and Materials 897 (April 2020): 49–55. http://dx.doi.org/10.4028/www.scientific.net/amm.897.49.

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The impact resistance of micro-steel fiber-reinforced and hybrid fiber-reinforced reactive powder concrete is investigated in this study. Six groups of specimens were prepared with 2.5% volumetric contents of different combinations of fibers. For this purpose, micro-steel fibers with 6 and 15 mm length in addition to polypropylene fibers were used. Each group includes 12 identical specimens. The impact tests were conducted using the repeated drop-weight impact test of ACI 544-2R. However, higher drop-height (700 mm) and drop-weight (10 kg) were adopted to accelerate the failure and reduce the
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Khamees, Shahad S., Mohammed M. Kadhum, and Nameer A. Alwash. "Effects of Steel Fibers Geometry on the Mechanical Properties of SIFCON Concrete." Civil Engineering Journal 6, no. 1 (2020): 21–33. http://dx.doi.org/10.28991/cej-2020-03091450.

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This research aims to shed light on the effect of steel fiber shape, length, diameter, and aspect ratio on the mechanical properties of slurry infiltration fiber reinforced concrete (SIFCON). This study comprised of casting and testing three groups of SIFCON specimens with 6% fiber volume fraction. The first group was reinforced with micro steel fiber, other reinforced by hook end steel fibers, while the last group of specimens reinforced by mixing two shape of steel fiber as hybrid fiber (3% micro steel fiber +3% hook end steel fiber). Silica fume was used as a partial replacement (10%) by we
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Kim, Woong, Ri-On Oh, Joo-Ha Lee, Mi-Sol Kim, Sang-Min Jeon, and Chan-Gi Park. "Mechanical and Durability Characteristics of Latex-Modified Fiber-Reinforced Segment Concrete as a Function of Microsilica Content." Advances in Civil Engineering 2019 (January 13, 2019): 1–10. http://dx.doi.org/10.1155/2019/3658125.

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This study evaluated the performance of latex-modified fiber-reinforced concrete (RC) segments as a function of the substitution level of microsilica and type of reinforced fiber, to address the problem of corrosion of steel segments and steel-reinforced fiber segments, which are commonly used to shield tunnel-boring machine (TBM) tunnels in urban spaces. Our study compared macro synthetic, steel, and hybrid (macro synthetic fiber + polypropylene fiber) reinforcing fibers. The substitution levels of microsilica used were 0, 2, 4, and 6%. The target strengths were set at 40 and 60 MPa to test c
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Wongprachum, Warun, Manote Sappakittipakorn, and Pijit Jiemvarangkul. "Resistance to Underwater Abrasion of Fiber Reinforced Cement Mortar." Key Engineering Materials 728 (January 2017): 379–83. http://dx.doi.org/10.4028/www.scientific.net/kem.728.379.

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Surfaces of hydraulic concrete conduits where significant abrasion of waterborne sediment can occur often degrade and need a regular repair to maintain their serviceability. In this research, thin overlay made of fiber reinforced cement mortar was introduced as a repair measures. Its resistance to underwater abrasion was therefore experimentally evaluated following the procedures of ASTM C 1138. This research utilized three types of fiber: steel fiber, polypropylene fiber, and micro polypropylene fiber (the micro polypropylene fiber was used only in a combination with either the steel or the p
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Sabuncuoglu, Baris, and Stepan V. Lomov. "Micro-scale numerical study of fiber/matrix debonding in steel fiber composites." Journal of Engineered Fibers and Fabrics 15 (January 2020): 155892502091072. http://dx.doi.org/10.1177/1558925020910726.

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Fiber/matrix debonding behavior of steel fiber composites is analyzed using a parametric finite element modeling procedure and compared with conventional composites with carbon and glass fibers. Cohesive surfaces are applied to fiber–matrix interface to simulate the debonding behavior, while the interface strength properties of steel fiber are obtained with and without surface treatment. The effect of various parameters on the debonding behavior is investigated, including stress concentrations, fiber diameter, fiber shape, and fiber volume fraction, using the parametric model. The influence of
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TÜRK, Kazım, Nazlı ÇİÇEK, Metin KATLAV, and Paki TURGUT. "ELECTRICAL RESISTANCE OF HYBRID STEEL FIBER REINFORCED SELF- COMPACTING CONCRETE." Mühendislik Bilimleri ve Tasarım Dergisi 10, no. 2 (2022): 482–94. http://dx.doi.org/10.21923/jesd.960538.

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Concrete has high compressive strength as well as very low conductivity. In this study, the effect of long and short steel fibers on electrical resistivity, conductivity and temperature rise of self-compacting concrete (SCC) was investigated depending on fiber combinations (single and binary hybrid) and length of the short steel fibers (6 and 13 mm). For this purpose, four mixtures were designed: non-fiber reference, a single fiber-reinforced mixture with only long fibers and two hybrid steel fiber-reinforced mixtures with long and 6mm or 13 mm short steel fiber. Also, all steel fiber-reinforc
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Pramod, Kawde* Abhijit Warudkar. "STEEL FIBER REINFORCED CONCRETE A REVIEW." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 6, no. 1 (2017): 130–33. https://doi.org/10.5281/zenodo.233321.

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Extensively used material in construction industry is concrete this is because of good workability and ability to be moulded to any shape. Ordinary cement concrete possesses very low tensile strength, limited ductility and less resistance to cracking. The concrete shows the brittle behaviour and fails to handle tensile loading hence leads to internal micro cracks which are mainly responsible for brittle failure of concrete. In this era, RCC constructions have their own structural and durability requirements, every structure has its own intended purpose and hence to meet this purpose, modificat
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Baharom, Shahrizan, S. M. Priok Rashid, Hassan Amer Algaifi, Muhammad Khairuddin Zulkifli, Siah Teng Tang, and Mohamed S Majdub. "Flexural Strength of Hybrid Steel-Coir Rope Fiber Reinforced Concrete." Journal of Advanced Research in Applied Mechanics 134, no. 1 (2025): 1–13. https://doi.org/10.37934/aram.134.1.113.

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This research investigates the performance of hybrid fiber-reinforced concrete incorporating hooked-end steel fibers and coconut rope (coir fibers). The inclusion of steel fibers enhances the energy-absorbing capacity, while coir fibers contribute to delaying micro-crack formation. The study evaluates key properties such as flexural strength, residual flexural tensile strength, flexural toughness, and fiber distribution in hybrid steel-coir rope fiber-reinforced concrete. Three-point bending tests were conducted on notched beam specimens (100 × 100 × 500 mm) with a total fiber volume fraction
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Gong, Chenjie, Lei Kang, Wenhan Zhou, Linghui Liu, and Mingfeng Lei. "Tensile Performance Test Research of Hybrid Steel Fiber—Reinforced Self-Compacting Concrete." Materials 16, no. 3 (2023): 1114. http://dx.doi.org/10.3390/ma16031114.

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Notched beam specimens were loaded by the three-point bending test device, and the effects of different volume contents and combinations of steel fibers on the tensile properties of hybrid steel fiber–reinforced self-compacting concrete (HSFRSCC) were studied. The failure law and strain field distribution of the specimens were studied by digital image correlation (DIC) technology. Moreover, the curves between the load and crack mouth opening displacement (CMOD) of 18 groups of hybrid steel fiber–reinforced concrete specimens were obtained, and the stress–strain curves of 18 groups of specimens
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Dissertations / Theses on the topic "Micro steel fiber"

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Hebdon, Aubrey Lynne. "Evaluation of Concrete Bridge Decks Comprising Twisted Steel Micro Rebar." BYU ScholarsArchive, 2021. https://scholarsarchive.byu.edu/etd/8788.

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The objective of this research was to investigate the effects of twisted steel micro rebar (TSMR) fibers on 1) the mechanical properties of concrete used in bridge deck construction and 2) the early cracking behavior of concrete bridge decks. This research involved the evaluation of four newly constructed bridge decks through a series of laboratory and field tests. At each location, one deck was constructed using a conventional concrete mixture without TSMR, and one was constructed using the same conventional concrete mixture with an addition of 40 lb of TSMR per cubic yard of concrete. Regard
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Joesbury, Adam Michael. "New approaches to composite metal joining." Thesis, Cranfield University, 2015. http://dspace.lib.cranfield.ac.uk/handle/1826/10009.

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This thesis explores new methods for achieving load-carrying joints between the dissimilar materials of continuous fibre reinforced polymer matrix composites and structural metals. The new composite-to-metal joining methods investigated in this work exploit the metal-to-metal joining techniques of arc micro-welding, resistance spot welding, and metal filler brazing, to form novel micro-architectured metal adherends that can be used for enhanced composite-to-metal joining. Through a combination of equipment instrumentation and metallographic inspection of fabricated prototype joints, understand
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Yan, Ning. "Properties of steel micro-fiber reinforced cementitious material." Thesis, 1995. http://hdl.handle.net/2429/3589.

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The addition of micro-fibers improves not only the tensile strain capacity but also the tensile strength of cementitious materials. Among the different types of micro-fibers currently in use, steel micro-fibers which are characterized by high strength, high stiffness and low cost, have great potential to be used in many applications. The fracture properties of steel micro-fiber reinforced cementitious are, however, not well understood and are necessary for optimization. Three aspects of steel micro-fiber reinforced cementitous materials are examined in this thesis: (1) characteristics
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Lee, Wei-Wei, and 厲娓娓. "Research on the Material Properties of Micro-Steel Fiber Reinforced Mortar." Thesis, 1994. http://ndltd.ncl.edu.tw/handle/71108741214489757678.

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Books on the topic "Micro steel fiber"

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Leonovich, Sergey, and Elena Sadovskaya. Technology and properties of fiber reinforced concrete with a nanomodified matrix. INFRA-M Academic Publishing LLC., 2024. https://doi.org/10.12737/2085120.

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The monograph substantiates the concept of multilevel reinforcement of structural heavy concrete, including the level of nano-, micro-reinforcement of cement stone with tubular carbon nanomaterials and macro-reinforcement of the concrete structure with steel fiber. Fiber-reinforced concrete compositions have been developed to determine the optimal content of steel fiber and carbon nanomaterial during monoarming, the properties of fiber-reinforced concrete of multilevel reinforcement with a combination of nano-, micro-reinforcement with tubular UNM and macro-reinforcement with steel fiber have
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Book chapters on the topic "Micro steel fiber"

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Sen, A., B. Doloi, and B. Bhattacharyya. "Analysis of Fiber Laser Micro-grooving on 316 L Stainless Steel." In Lecture Notes on Multidisciplinary Industrial Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-32-9425-7_19.

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Harinder, D., J. Y. V. Shiva Bhushan, K. Pardhasaradhi, and P. Z. Seenu. "Mechanical Characterization and Micro-analysis of Pavement Material Blended with Crumb Rubber, Basalt and Steel Fiber." In Advances in Science, Technology & Innovation. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-73816-6_14.

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Lande, Ingrid, Andrej A. Sørensen, Martin Hagen, and Rein Terje Thorstensen. "Reducing the CO2 Footprint of UHPC Through Portland Cement Substitution." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_6.

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AbstractThis study focuses on reducing the CO2-eq footprint of ultra-high-performance concrete (UHPC) by substituting Portland cement with alternative binders. Three types of cement types which are pre-accepted in the standard EN 197 were used: CEM I with >95% ordinary Portland cement (OPC), CEM II with 30% ground-granulated blast-furnace slag (GGBS), and CEM II with 70% GGBS. Fresh state consistency, compressive strength, and flexural tensile strength were evaluated, in addition to a comparison of CO2-eq footprints. Results showed that while the compressive strength was brought to the same
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Poonia, Manoj Kumar, and Amardeep Boora. "Experimental Analysis of Micro-Silica Fume and Steel Fibers on the Strength of Concrete Mix." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-4040-8_42.

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Feng, Wei, Zhilong Xu, Yongzhen Ren, JunYing Chen, and Fang Fang. "Study on Notched Tensile Properties of 20CrNiMo Steel." In Advances in Transdisciplinary Engineering. IOS Press, 2023. http://dx.doi.org/10.3233/atde230442.

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The mechanical properties of 20CrNiMo steel and the effects of notch with different fillet radii on tensile properties and tensile fracture morphology were studied by tensile tests on smooth specimens and notch specimens with different fillet radii. The results show that the 20CrNiMo steel has high strength, high toughness and high plasticity. The stress concentration and strain concentration at notch root can improve the yield strength and tensile strength of the material, but reduce its plasticity. The material has a good resistance to notch embrittlement. The notch sensitivity coefficient i
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P .D, Maneeth, Dr Shreenivasreddy Shahapur, and Neha Dama. "EVALUATION OF HNO3 CHEMICAL ATTACK AND ITS EFFECTIVENESS AGAINST SCC WITH HYBRID FIBER." In Futuristic Trends in Construction Materials & Civil Engineering Volume 3 Book 3. Iterative International Publishers, Selfypage Developers Pvt Ltd, 2024. http://dx.doi.org/10.58532/v3bice3p5ch1.

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A self-compacting concrete mixture was made using OPC grade 53, 5% silica fumes, 25% GGBS, fine aggregate, coarse aggregate, micro steel fibers, macro wavy fibers, and super plasticizers. There were six different cement weight combinations that were used to make SCC mixes: N, 0%, 0.5%, 1%, 1.5%, and 2%. Every cube combination's compression strength is assessed. Three cube combinations are cast, and each combination is given a 3, 28-day curing period. After the strength test is finished, the cubes with the longest curing periods produce the strongest results. In this paper, several chemical res
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Bascoul, A., A. Toumi, and K. Fanutza. "STEEL MICRO-FIBRE REINFORCED HIGH STRENGTH." In Role of Concrete In Sustainable Development. Thomas Telford Publishing, 2003. http://dx.doi.org/10.1680/rocisd.32477.0013.

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Sharma, Gaurav, Shruti Sharma, and Sandeep Kumar Sharma. "Crack Classification in Steel-RC and GFRP-RC Beams with Varying Reinforcement Ratio Using AE Parameters." In Acoustic Emission - New Perspectives and Applications. IntechOpen, 2022. http://dx.doi.org/10.5772/intechopen.101305.

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The main aim of this chapter is to monitor the cracking and damage assessment in steel-reinforced concrete (steel-RC) and glass fibre polymer-reinforced concrete (GFRP-RC) beams along with varying percentages of tension reinforcement ratio. Beam specimens measuring (150 × 230 × 2100) mm were tested using a four-point bending flexural test using a universal testing machine together with an AE monitoring system. Acoustic emission (AE) has been applied for the early monitoring of steel-RC and GFRP-RC structures using AE parameters such as cumulative AE hits, average frequency, rise angle, amplitu
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Aniq Gul, Muhammad, and Muhammad Mudassir Ahmad Alwi. "Self-Healing Asphalt Using Steel Fibers: Induction Heating." In Asphalt Materials - Recent Developments and New Perspective [Working Title]. IntechOpen, 2024. http://dx.doi.org/10.5772/intechopen.1005427.

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Asphalt pavements are essential to our transportation infrastructure, but they have a significant drawback: they require frequent maintenance. However, innovation is revolutionizing the field of materials engineering and could change the way we think about road construction and maintenance. Incorporating self-healing technology into the road design phase holds the promise of extending the durability of roads, eliminating the need for frequent maintenance, leading to significant time and cost savings. Past research has shown that asphalt pavement can restore its stiffness and strength during pe
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Deleanu, Lorena, Mihail Botan, and Constantin Georgescu. "Tribological Behavior of Polymers and Polymer Composites." In Tribology [Working Title]. IntechOpen, 2020. http://dx.doi.org/10.5772/intechopen.94264.

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This chapter means to explain the tribological behavior of polymer-based materials, to support a beneficial introducing of those materials in actual applications based on test campaigns and their results. Generally, the designers have to take into consideration a set of tribological parameters, not only one, including friction coefficient, wear, temperature in contact, contact durability related to application. Adding materials in polymers could improve especially wear with more than one order of magnitude, but when harder fillers are added (as glass beads, short fibers, minerals) the friction
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Conference papers on the topic "Micro steel fiber"

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Váradi, Károly, Zoltán Néder, Klaus Friedrich, and Joachim Flöck. "Finite Element Contact, Stress and Strain Analysis of a Composite Fibre-Matrix Micro System Subjected to Ball Indentation." In ASME 1997 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 1997. http://dx.doi.org/10.1115/imece1997-1340.

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Abstract The presented FE contact technique is applied to the problem of a steel ball indented into a composite material consisting of unidirectional continuous carbon fibres in a polyetheretherketone matrix. Indentation was carried out with fibre orientations either normal (N) or parallel (P) to the contact surface at fiber volume fraction 44%. The FE contact stress analysis of a fibre/matrix micro structure has some strong limitations. If FE micro models are used, only a very small (for example 0.1 × 0.1 × 0.1 mm) 3D segment can be modelled while the number of degrees of freedom (DOF) is imm
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Cassagne, Thierry, D. Thierry, N. Larché, et al. "Long Term Corrosion Testing and Monitoring of Oxygen and Corrosion Potential in an Umbilical Design." In CORROSION 2012. NACE International, 2012. https://doi.org/10.5006/c2012-01173.

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Abstract Subsea umbilicals are used for control and operation of subsea oil and gas production facilities. Typically an umbilical consists of steel tubes, electrical cables, fiber optic cables, weight or strength elements and fillers. Super duplex stainless steel tube material has been used for almost 20 years within the umbilical industry. However, a recent failure on two orbital welds of 25Cr super duplex of an umbilical installed in the South China Sea was reported. From these results some umbilical end users recommended the use of thermoplastic coating to avoid crevice corrosion on 25Cr su
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Marchebois, Hervé, Bruce Cowe, and Thierry Cassagne. "Local Hard Zones on TMCP Large Diameter Line Pipes: What Do We Know about Their Metallurgy and Microstructure?" In CONFERENCE 2022. AMPP, 2022. https://doi.org/10.5006/c2022-17565.

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Abstract The manufacturing and field experience of steel plates used to manufacture line pipes produced by Thermo-mechanically Controlled Processing (TMCP) are well defined in industry standards and literature. Compared to the Quenched & Tempered heat treatment process, TMCP plates are designed with a leaner chemical composition combining micro-alloying elements, precipitation, recrystallization and phase transformation during rolling and accelerated cooling. Technical challenges and process improvements moved older generation TMCP pipes from coarse microstructures and presence of non-meta
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Wu, Dongyan, Linzhu Sun, Junliang Zhao, Fang Yang, and Pengfei Lu. "Bond Behavior between Plain Steel Bar and Micro Steel Fiber Reinforced Cementitious Composites." In 2017 2nd International Conference on Civil, Transportation and Environmental Engineering (ICCTE 2017). Atlantis Press, 2017. http://dx.doi.org/10.2991/iccte-17.2017.56.

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Park, Seo-Jeong, Jong-Do kim, and Woong-Seong Chang. "Dissimilar metal welding titanium and steel sheet by fiber laser." In PICALO 2008: 3rd Pacific International Conference on Laser Materials Processing, Micro, Nano and Ultrafast Fabrication. Laser Institute of America, 2008. http://dx.doi.org/10.2351/1.5056997.

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Zhang, Xuhui, and Qi Lu. "Effects of Polyvinyl Alcohol Fiber on Bond Behavior between Concrete and Steel Rebar." In IABSE Congress, New Delhi 2023: Engineering for Sustainable Development. International Association for Bridge and Structural Engineering (IABSE), 2023. http://dx.doi.org/10.2749/newdelhi.2023.1348.

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<p>The effects of Polyvinyl alcohol (PVA) fibers on the bonding behavior between reinforcement and concrete is studied by experiments. The effects of PVA fibers, rebar diameter and cover depth on bond behavior are clarified. Results show that PVA fibers affect negatively on bonding in ascending branches both for the pull-out and splitting cases, but improve the bonding in descending branches after peak stress for splitting case. In the present test, the maximum decrement of bond strength is about 16.2% with PVA fiber less than 0.6%. PVA fibers restricts both the macro-cracking and micro-
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"Macro- Versus Micro-Mechanical Behavior of Plain and Steel Fiber Concrete Subjected to Internal Deformations." In "SP-193: Repair, Rehabilitation, and Maintenance of Concrete Structures, and Innovations in Design and Construction - Pro". American Concrete Institute, 2000. http://dx.doi.org/10.14359/9965.

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Katayama, Seiji, Yousuke Kawahito, and Naoyuki Matsumoto. "Laser absorption in high-power fiber laser welding of stainless steel and aluminum alloy." In PICALO 2010: 4th Pacific International Conference on Laser Materials Processing, Micro, Nano and Ultrafast Fabrication. Laser Institute of America, 2010. http://dx.doi.org/10.2351/1.5057187.

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Beglarigale, Ahsanollah. "Comparative investigation of micro steel fiber effects on the electrical resistivity of PC and AAS composites." In 4th International Civil Engineering & Architecture Conference. Golden Light Publishing, 2025. https://doi.org/10.31462/icearc2025_ce_mat_548.

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Katzer, Jacek, and Aneta Skoratko. "Properties of Steel Fiber Reinforced Concrete Dedicated for Casting Columns with Fractal Based Cross-Sections." In Non-Traditional Cement and Concrete 2023 conference. Trans Tech Publications Ltd, 2024. http://dx.doi.org/10.4028/p-dan3qg.

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The conducted research program was focused on the creation steel fiber reinforced concrete (SFRC) dedicated for casting columns with fractal based cross-sections. The columns in question were planned to be cast using 3D printed plastic formworks. Harnessing 3D printing of plastic enables easy creation of cross-sections which are not possible to be achieved using traditional formwork techniques. The mix had to be characterized by consistency enabling almost self-compacting behavior, reasonably high volume of fiber (volumes of fiber ranging from 0.5% to 2.0% were considered) and the maximum diam
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