Relevant bibliographies by topics / Hooked End Steel Fibers

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  2. Dissertations / Theses
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  4. Conference papers

Academic literature on the topic 'Hooked End Steel Fibers'

Author: Grafiati
Published: 3 June 2025
Last updated: 1 August 2025

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Journal articles on the topic "Hooked End Steel Fibers"

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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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Sabariman, Bambang, Agoes Soehardjono, Wisnumurti Wisnumurti, Ari Wibowo, and Tavio Tavio. "Stress-Strain Behavior of Steel Fiber-Reinforced Concrete Cylinders Spirally Confined with Steel Bars." Advances in Civil Engineering 2018 (June 12, 2018): 1–8. http://dx.doi.org/10.1155/2018/6940532.

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The compressive strength of concrete according to certain codes can be based on the compressive strength of unconfined plain standard concrete cylinders tests at the age of 28 days. In this paper, the standard concrete cylinders were spirally confined with steel bars and with/without hooked-end steel fibers. The influence of the use of hooked-end steel fiber in spirally confined concrete with various pitches was investigated. It can be seen that the use of hooked-end steel fiber contributes significantly in improving both compressive strength and ductility of concrete. The compressive strength
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Arafa, Dalia F., and Mohamed S. Moawad. "Shear Behavior of Reinforced Fiber Concrete Beam Using Steel Lathe Scrap Waste and End Hooked Steel Fiber." Key Engineering Materials 945 (May 19, 2023): 129–44. http://dx.doi.org/10.4028/p-69d246.

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Shear behavior of reinforced concrete beams using steel lathe scrap waste and end hooked steel fibers as fully or partially web shear reinforcement replacement was studied. Steel lathe scrap waste is generated from industrial steel waste and can be used as recycled fibers offering additional advantages towards environmental pollution reduction. To investigate their effect of reinforced concrete beam under shear behavior, ten reinforced concrete beam specimens with 1200 mm long, 200 mm wide, and 300 mm high were tested under quasi-static loading (two-point loading). The studied parameters in th
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Ding, Xinxin, Haibin Geng, Minglei Zhao, Zhen Chen, and Jie Li. "Synergistic Bond Properties of Different Deformed Steel Fibers Embedded in Mortars Wet-Sieved from Self-Compacting SFRC." Applied Sciences 11, no. 21 (2021): 10144. http://dx.doi.org/10.3390/app112110144.

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Reliable bond of steel fiber in concrete is a key problem relating to the reinforcing effect of steel fiber on concrete matrix and for the guide in significance for the optimal design of the geometry and mechanical properties of steel fiber. In this paper, on the basis of multi-indices of evaluation for the bond properties of single hooked-end steel fiber, the indices for the evaluation of synergistic bond properties of different deformed steel fibers are proposed. The pull-out tests were carried out for different deformed steel fibers embedded in mortar wet-sieved from self-compacting SFRC wi
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Sundararasan, S. Thendral, K. Vijaya Bhaskar Raju, and R. Venkata Krishnaiah. "Mechanical and Durability Evaluation of Hooked End Steel Fibers Reinforced Concrete." IOP Conference Series: Earth and Environmental Science 1280, no. 1 (2023): 012026. http://dx.doi.org/10.1088/1755-1315/1280/1/012026.

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Abstract Steel fibres reinforced concrete has recently been good alternative to normal concrete.This research seeks to explore the characteristic strength of high-performance concrete through the incorporation of hooked-end steel fibers, simultaneously evaluation their mechanical and durability attributes. In the experimental setting, multiple concrete mixes were meticulously prepared and examined, each containing different percentages of steel fibers varying from 0.5 to 2.0 percent. The percentages of fibres were used with the respect by volume of concrete. The primary objective was to ascert
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Laxmi, G., and S. G. Patil. "Durability Studies and Stress Strain Characteristics of hooked end steel fiber reinforced ambient cured geopolymer concrete." IOP Conference Series: Earth and Environmental Science 1387, no. 1 (2024): 012008. http://dx.doi.org/10.1088/1755-1315/1387/1/012008.

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Abstract For conventional concrete, the use of fibers has proven to improve the strength properties of the material. However, in the case of ambient cured geopolymer concrete, there are limited studies that explore the application of fibers, in particular, the use of hooked end steel fibers. Further, it is important to study the durability properties of geopolymer concrete with fibers, since it will influence the service life of the structures in practice. Therefore, in the present study, fiber-reinforced geopolymer concrete was synthesized using fly ash, GGBS, hooked end steel fibers, and alk
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Lee, Seung-Jung, Doo-Yeol Yoo, and Do-Young Moon. "Effects of Hooked-End Steel Fiber Geometry and Volume Fraction on the Flexural Behavior of Concrete Pedestrian Decks." Applied Sciences 9, no. 6 (2019): 1241. http://dx.doi.org/10.3390/app9061241.

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This study investigates the effects of hooked-end fiber geometry and volume fraction on the flexural behavior of concrete pedestrian decks. To achieve this, three different fiber geometries, i.e., three-dimensional (3D), four-dimensional (4D), and five-dimensional (5D), and volume fractions of 0.37%, 0.6%, and 1.0% were considered. Test results indicate that a higher number of hook ends can more effectively enhance the flexural strength and flexural strength margin at all volume fractions than a lower number, so that the order of effectiveness of hooked-end fibers on the flexural strength para
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Wang, Xiaowei, Bo Xu, Kuiliang Luan, Ru Mu, and Jiao Chen. "Optimization of the Shape of Hooked-End Steel Fiber Based on Pulling out and Reinforcing Cementitious Composites." Materials 17, no. 1 (2023): 47. http://dx.doi.org/10.3390/ma17010047.

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Efficient steel fiber—reinforced cementitious composites (SFRCC) should improve not only the ultimate tensile strength but also the residual tensile strength (post-cracking tensile strength) of the SFRCC matrix. The degradation of the post-cracking tensile strength of SFRCC depends on the pullout properties of the steel fibers from the cementitious matrix. When the straight steel fiber was pulled out from the matrix, the pullout resistance was affected by the actions of bonding and friction. After debonding, the load was transferred only by friction, and the pullout resistance decreased rapidl
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Khan, Sujjaid, Longbang Qing, Iftikhar Ahmad, Ru Mu, and Mengdi Bi. "Investigation on Fracture Behavior of Cementitious Composites Reinforced with Aligned Hooked-End Steel Fibers." Materials 15, no. 2 (2022): 542. http://dx.doi.org/10.3390/ma15020542.

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Aligning steel fibers is an effective way to improve the mechanical properties of steel fiber cementitious composites (SFRC). In this study, the magnetic field method was used to prepare the aligned hooked-end steel fiber cementitious composites (ASFRC) and the fracture behavior was investigated. In order to achieve the alignment of steel fibers, the key parameters including the rheology of the mixture and magnetic induction of electromagnetic field were theoretically analyzed. The results showed that, compared with SFRC, the cracking load and the ultimate load of ASFRC were increased about 24
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Kim, B., A. J. Boyd, and J. Y. Lee. "Effect of transport properties of fiber types on steel reinforcement corrosion." Journal of Composite Materials 45, no. 8 (2010): 949–59. http://dx.doi.org/10.1177/0021998310380286.

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This study investigated the transport properties of fiber types in concrete to evaluate their effect on the corrosion of steel reinforcement. The fibers used in this research are polypropylene (PP), polyvinyl alcohol (PVA), and hooked-end steel fiber (Steel). The addition of PVA fibers having relatively good resistance to transport properties indicated the best resistance to the initiation time of corrosion. On the other hand, the addition of PP fibers showed a relatively good resistance to corrosion, even though the specimen had a fast rate of absorption. The addition of hooked-end steel fibe
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Dissertations / Theses on the topic "Hooked End Steel Fibers"

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Mpanga-A-Kangaj, Christian. "Pull-out of hooked end steel fibres : experimental and numerical study." Diss., University of Pretoria, 2013. http://hdl.handle.net/2263/40820.

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Abstract The reinforcement of concrete with steel fibres changes the failure of the composite material from catastrophic brittle failure to pseudo-ductile behaviour as a result of crack-bridging by the fibres, and the additional work which is absorbed by fibre pull-out. A good understanding of the properties of the fibre-reinforced concrete depends on an understanding of the fibre pull-out process. The main aim of the current study is to investigate, both experimentally and numerically, the pull-out behaviour of a single hooked end steel fibre from epoxy matrix, where epoxy was chosen to repl
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Abdallah, Sadoon Mushrif. "Bonding mechanisms and strength of hooked-end steel fibre reinforced cementitious composites." Thesis, Brunel University, 2017. http://bura.brunel.ac.uk/handle/2438/15827.

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Concrete is a strong material as to its compressive strength. However, it is a material with a low tensile and shear strength, and brittleness at failure. Concrete has to be reinforced with appropriate materials. Steel fibre is one of the most common materials currently being used to develop reinforced concrete, which may replace partially or completely conventional steel reinforcement. Successful reinforcement of concrete composite is closely related to the bond characteristics between the reinforcing fibre and matrix. The effective utilisation of steel fibre reinforced concrete (SFRC) requir
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Bam, T. J. "A computer-based justification for using the simple bend test as the basis for predicting the performance of steel hooked-end fibres in reinforced concrete." Diss., University of Pretoria, 2019. http://hdl.handle.net/2263/75657.

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The classical test to confirm the performance of a given fibre design for use in reinforced concrete is the pull-out test. While attempts have been made to simulate the performance of such pull-out tests, in practice it has been found that there is a significant disparity between prediction and real-life performance. The high strength of steel reinforcing fibres is a consequence of the cold wire drawing process and subsequent fabrication. Residual stresses exist in cold drawn wire as a consequence of the elastic response to a non-uniform distribution of plastic strain. This also introduces a
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Ishtewi, Ahmad M. "Shear Capacity of Fiber-Reinforced Concrete Under Pure Shear." University of Dayton / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1354725447.

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Book chapters on the topic "Hooked End Steel Fibers"

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Niu, Ditao, Siyu Gong, Bingbing Guo, Zhiyuan Cao, and Yan Wang. "Study on Frost Resistance of Steel-PVA Hybrid Fiber Concrete." In Advances in Frontier Research on Engineering Structures. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_10.

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AbstractFreeze–thaw damage in cold areas is an important reason for the deterioration of durability of concrete structures, and the addition of fiber can effectively improve the frost resistance of concrete. To study the effect of steel fiber and polyvinyl alcohol (PVA) fiber on the frost resistance of concrete, an orthogonal experimental method was applied to analyze the frost resistance of steel-PVA hybrid fiber concrete. The effect of the steel fiber content, PVA fiber content, and steel fiber types were investigated on the mass-loss rate and relative dynamic elastic modulus of fiber concre
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Zaidi, Sahil Abbas, M. Arsalan Khan, and Tabassum Naqvi. "Performance of Recycled Aggregate Concrete Containing Hooked-End Steel Fibers at Elevated Temperatures." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-99-9458-8_51.

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Kumar, Anil, N. R. Pavan Prasad, and S. K. Sujith. "Study on Effects of Hooked-End Steel Fiber-Reinforced Concrete." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6828-2_14.

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Shen, Dejian. "Early-age Cracking Control on Concrete with 5D Hooked-End Steel Fiber." In Early-age Cracking Control on Modern Concrete. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-1495-7_8.

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Shen, Dejian. "Early-age Cracking Control on Concrete with 3D Hooked-End Steel Fiber." In Early-age Cracking Control on Modern Concrete. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-1495-7_7.

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Faccin, Enrico, Luca Facconi, Fausto Minelli, and Giovanni Plizzari. "Predicting the Residual Flexural Strength of Concrete Reinforced with Hooked-End Steel Fibers: New Empirical Equations." In RILEM Bookseries. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-83719-8_40.

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Menna, Demewoz W., Aikaterini S. Genikomsou, and Mark F. Green. "Monotonic and Cyclic Pullout Performance of Hooked-End Super Elastic Shape Memory Alloy Fibers and Steel Fibers Embedded into Concrete." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-34027-7_73.

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Thiagarajan, K., and N. Umamaheswari. "Experimental Investigation on Chemically Treated Hooked End Steel Fiber Embedded in Rubberized Concrete." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-6175-7_58.

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Sujivorakul, C. "Model of Hooked Steel Fibers Reinforced Concrete under Tension." In High Performance Fiber Reinforced Cement Composites 6. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-2436-5_3.

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Suryanto, B., K. Nagai, and K. Maekawa. "Effects of Shear Transfer on the Directions of Principal Strain Field in Cracked Concrete with Hooked Steel Fibers." In High Performance Fiber Reinforced Cement Composites 6. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-2436-5_29.

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Conference papers on the topic "Hooked End Steel Fibers"

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Gündüz, Y., E. Taşkan, and Y. Şahin. "Using hooked-end fibres on high performance steel fibre reinforced concrete." In HPSM/OPTI 2016. WIT Press, 2016. http://dx.doi.org/10.2495/hpsm160241.

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Mohsin, Sharifah Maszura Syed, Rasheed Abed Hammood, Nur Farhayu Ariffin, Fadzil Mat Yahaya, Saffuan Wan Ahmad, and Khairunisa Muthusamy. "Mechanical Properties of Hybrid (Steel-Kenaf) Fiber Reinforced Concrete." In World Sustainable Construction Conference Series 2022. Trans Tech Publications Ltd, 2023. http://dx.doi.org/10.4028/p-reilnb.

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Fiber reinforced concrete is a commonly used material to cater for the shortcomings of concrete, such as low tensile strength, brittleness, and rapid crack propagation. This paper presents an experimental study on the mechanical properties of the hybrid (steel-kenaf) fiber added into concrete mixture. Two types of fibers, namely hooked-end steel fiber and kenaf fiber were considered. A control specimen without fibers was used to compare with fiber reinforced concrete mixture considering 1% and 2% volume fraction. Mechanical properties, i.e., workability, compressive strength and flexural stren
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Badkas, Jitendra, and Girish Dhote. "Design and Simulation of the Die for Hooked End Steel Fiber." In International Conference on Science and Engineering for Sustainable Development. Infogain Publication, 2017. http://dx.doi.org/10.24001/ijcmes.icsesd2017.44.

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Çankaya, Mehmet Alper, and Çetin Akan. "Flexural Behavior of Steel Fiber Reinforced Concrete Beams." In 6th International Students Science Congress. Izmir International Guest Student Association, 2022. http://dx.doi.org/10.52460/issc.2022.016.

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The main objective of this study was to inspect the effect of steel fiber ratio into the flexural behavior of large-scale doubly reinforced concrete beams using an experimental method. For this purpose, four RC beams were constructed at the Structural Mechanics Laboratory of İzmir Katip Çelebi University and three-point bending tests were carried out. Two out of four were selected to be control specimens and did not have any fiber additive. To investigate the behavior free from shear reinforcement effect, one of the control specimens did not have stirrups while the remaining one had a minimum
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Menna, Demewoz, Aikaterini Genikomsou, and Mark Green. "FLEXURAL PERFORMANCE OF DOUBLE HOOKED END STEEL FIBRE REINFORCED CONCRETE BEAMS UNDER CYCLIC LOADING." In XI International Conference on Structural Dynamics. EASD, 2020. http://dx.doi.org/10.47964/1120.9365.19216.

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Banoth, Ira, and Anil Agarwal. "Bond behavior between reinforcing steel and concrete at elevated temperatures- beam test." In International Conference on Fire Safety Engineering Research and Practice. Science Technology and Management Crescent Australia, 2024. https://doi.org/10.71427/icfserp2024/31.

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The work developed here is on the bond behavior of flexural members at elevated temperature in the range of 20 to 500 o C. Test data is developed by considering different varying parameters of concrete strength of 60 and 60 MPa with 1 % volume fraction of hooked end steel fibers, rebar diameter of 12 and 20 mm, different heating protocols slow heating rate (2 o C/min) and rapid heating rate (ISO-834). Beam test is conducted to evaluate the bond stress-slip behavior. Bond stress slip behavior is similar in all the cases irrespective of magnitude. Absolute bond force is more in the case of large
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Landler, Josef, and Oliver Fischer. "Punching Shear Capacity of Steel Fiber Reinforced Concrete Slab- Column Connections." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0467.

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<p>To design flat slabs directly supported on columns, the punching shear resistance of the slab is a main factor. It can be increased in the vicinity of the slab-column connection with punching shear reinforcement, like bent up bars or shear studs, to bear the high reaction forces. However, the usage of punching shear reinforcement requires the knowledge of special design rules and often leads to problems and deficiencies in construction.</p><p>Fiber reinforced concrete seems to be a promising alternative to conventional punching shear reinforcement. To investigate the load
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Adamu, M. "Effect of steel fibres on the mechanical strengths of fly ash/GGBS based geopolymer concrete under ambient curing condition." In Advanced Topics in Mechanics of Materials, Structures and Construction. Materials Research Forum LLC, 2023. http://dx.doi.org/10.21741/9781644902592-41.

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Abstract. The production of concrete involves the use of huge quantity of cement which is the main binder material. However, cement production involves the use of high amount of embodied energy and reduce of embodied CO2 emission. Hence one of the alternatives is the use of concrete with zero cement called geopolymer. However, the main shortcoming of geopolymer is its higher brittleness and low modulus of elasticity compared to conventional cement concrete. This led to the addition of fibres to geopolymer. In this study, the effect of steel fibres addition on the mechanical strengths of ambien
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Brimhall, Thomas, and Hasetetsion G. Mariam. "Dynamic Crush Test of Subcomponent Composite Front Frame Rails." In ASME 2001 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2001. http://dx.doi.org/10.1115/imece2001/amd-25426.

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Abstract Testing of components is a usual method to evaluate structures, joining methods, and materials prior to full scale testing. Ambient temperature dynamic crush testing was performed on steel and composite sub-component front frame rails to compare the energy absorption and evaluate crush behavior. The sub-component composite frame rails were fabricated from two parts, an upper and lower, and bonded using three adhesives: Ashland polyurethane, Lord epoxy, and 3M epoxy. Prior to the dynamic test of the rails, single lap shear coupon tests were performed at ambient temperature and elevated
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Hamad, S. Bilal, and Y. Elias Abou Haidar. "Bond Studies of Hooked Bars Confined with Steel Fibers in Normal Strength Concrete." In Modern Methods and Advances in Structural Engineering and Construction. Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-7920-4_s2-s08-cd.

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