Relevant bibliographies by topics / High Strength Concrete Block

Contents

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

Academic literature on the topic 'High Strength Concrete Block'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "High Strength Concrete Block"

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Bae, Baek-Il, Hyun-Ki Choi, and Chang-Sik Choi. "Flexural Strength Evaluation of Reinforced Concrete Members with Ultra High Performance Concrete." Advances in Materials Science and Engineering 2016 (2016): 1–10. http://dx.doi.org/10.1155/2016/2815247.

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Flexural strength evaluation models for steel fiber reinforced ultra high strength concrete were suggested and evaluated with test results. Suggested flexural strength models were composed of compression stress blocks and tension stress blocks. Rectangular stress block, triangular stress block, and real distribution shape of stress were used on compression side. Under tension, rectangular stress block distributed to whole area of tension side and partial area of tension side was used. The last model for tension side is realistic stress distribution. All these models were verified with test res
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Lesovik, V., M. Elistratkin, and A. Sal'nikova. "HIGH STRENGTH CONCRETE FOR LEGO-BLOCKS." Bulletin of Belgorod State Technological University named after. V. G. Shukhov 6, no. 5 (2021): 8–18. http://dx.doi.org/10.34031/2071-7318-2021-6-5-8-18.

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Lego technology is one of the modern construction solutions providing cost reduction, increasing architectural expressiveness and the pace of work. This is the development of groove-ridge positioning systems and connection of small-piece wall elements. Currently, the technology of Lego blocks is implemented on various types of building materials: ceramic and hyper-pressed non-fired bricks, blocks from various types of lightweight concrete, which have not found wide practical application due to an obvious shift in the balance of properties either towards aesthetics – brick, or thermal insulatio
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FORTES, E. S., G. A. PARSEKIAN, J. S. CAMACHO, and F. S. FONSECA. "Compressive strength of masonry constructed with high strength concrete blocks." Revista IBRACON de Estruturas e Materiais 10, no. 6 (2017): 1273–319. http://dx.doi.org/10.1590/s1983-41952017000600008.

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Abstract Although the use of high strength concrete blocks for the construction of tall buildings is becoming common in Brazil, their mechanical properties and behavior are not fully understood. The literature shows a gap in experimental studies with the use of high strength concrete blocks, i.e., those with compressive strength greater than 16 MPa. The work presented herein was conducted in order to study the behavior of high strength structural masonry. Therefore, the compressive strength and modulus of elasticity of concrete block walls tested under axial load were assessed. The specimens i
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Singh, Brijesh, Vikas Patel, P. N. Ojha, and V. V. Arora. "Analysis of stress block parameters for high strength concrete." Journal of Asian Concrete Federation 6, no. 1 (2020): 1–9. http://dx.doi.org/10.18702/acf.2020.6.6.1.

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Singh, Brijesh, Vikas Patel, P. N. Ojha, and V. V. Arora. "Analysis of stress block parameters for high strength concrete." Journal of Asian Concrete Federation 6, no. 1 (2020): 1–9. http://dx.doi.org/10.18702/acf.2020.6.6.1.1.

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Assi, Nizar, Husain Al-Gahtani, and Mohammed A. Al-Osta. "Numerical Investigation of Stress Block for High Strength Concrete Columns." Civil Engineering Journal 6, no. 5 (2020): 974–96. http://dx.doi.org/10.28991/cej-2020-03091522.

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This paper is intended to investigate the stress block for high strength concrete (HSC) using the finite element model (FEM) and analytical approach. New stress block parameters were proposed for HSC including the stress intensity factor (α1) and the depth factor (β1) based on basic equilibrium equations. A (3D) finite element modeling was developed for the columns made of HSC using the comprehensive code ABAQUS. The proposed stress parameters were validated against the experimental data found in the literature and FEM. Thereafter, the proposed stress block for HSC was used to generate interac
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Deng, Zhi Yong. "Mechanical Properties Research on Concrete Block Doped Nano-TiO2 under the Conditions of Common Conservation." Applied Mechanics and Materials 238 (November 2012): 9–12. http://dx.doi.org/10.4028/www.scientific.net/amm.238.9.

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As a new high performance construction material, concrete doped nano-TiO2 greatly expanded its application in engineering with the advantages of high strength and high durability. By compressive test of concrete block doped nano-TiO2 under the conditions of common conservation, this paper respectively studies the regulation of compressive properties of the concrete block affected by the factors such as concrete strength and nano-TiO2 dioxide.
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He, Qiang, Jiang Xu, Dong Dong Chen, and Pei Qing Wang. "Experiment Research on Concrete Block by Ultraviolet Irradiation in Tibet Plateau." Applied Mechanics and Materials 744-746 (March 2015): 1402–5. http://dx.doi.org/10.4028/www.scientific.net/amm.744-746.1402.

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According to the characteristics of high altitude and strong ultraviolet radiation in Tibet, this paper do ultraviolet irradiation experiment research to different strength grades of concrete blocks in a closed laboratory, it is found that ultraviolet rays has promoting effect to early strength growth of test block, but the growth became slow along with the time.
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Belykh, Svetlana A., Anastasiya M. Daminova, and Vardges E. Margaryan. "A high-strength binder based on liquid glass for cementless polystyrene concrete." Journal «Izvestiya vuzov. Investitsiyi. Stroyitelstvo. Nedvizhimost» 10, no. 3 (2020): 378–87. http://dx.doi.org/10.21285/2227-2917-2020-3-378-387.

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This research set out to obtain a high-strength binder based on low-energy liquid glass using silica fume produced in the Bratsk Ferroalloy Plant. The starting materials used for the development of polystyrene concrete were liquid glass obtained from silica fume using sol-gel technology, fly ash, screening from diabase crushing, ground channel quartz sand and foamed polystyrene granules. Math-ematical processing of the results was performed using the Statistica 10 software package in the mod-ule of planned experiment. According to the conducted analysis, the resulting material corresponds to t
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Hunyak, Oleksii, Khrystyna Sobol, Taras Markiv, and Volodymyr Bidos. "The effect of natural pozzolans on properties of vibropressed interlocking concrete blocks in different curing conditions." Production Engineering Archives 22, no. 22 (2019): 3–6. http://dx.doi.org/10.30657/pea.2019.22.01.

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Abstract Concrete block pavements have become an attractive engineering and economical alternative to both flexible and rigid pavements because of it’s high strength and durability. The influence of pozzolanic mineral additions – natural zeolite and expanded perlite powder on the properties of concrete interlocking blocks in different curing conditions has been studied. The use of zeolite as a substitute for cement in the production of concrete blocks increased the water demand but decreased the water absorption of the blocks. Obtained results show, that concrete blocks with 10% substitution o
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Dissertations / Theses on the topic "High Strength Concrete Block"

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Arslan, Guray. "Strengthening Of Reinforced Concrete Frames By Custom Shaped High Strength Concrete Masonry Blocks." Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/2/12610335/index.pdf.

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Located on one of the highly active seismic fault systems in the world, the building stock in Turkey is mainly composed of reinforced concrete frames with 4-5 stories. Due to design and construction deficiencies resulting from the use of unqualified personnel and insufficient supervision, many of these buildings lack lateral stiffness, ductility and strength. For many structures, there is a need to alleviate these deficiencies by means of some rehabilitation techniques prior to earthquakes. One approach also used very widely in Turkey is to fill some of the frame bays by cast-in-place R/C pane
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Tabassum, Javeria, and javeriaajaz@yahoo co in. "Analysis of current methods of flexural design for high strength concrete beams." RMIT University. Civil, Environmental & Chemical Engineering, 2008. http://adt.lib.rmit.edu.au/adt/public/adt-VIT20080725.143153.

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Considerable amount of research was carried out into the properties and structural performance of high strength concrete for more than few decades. Whilst this research has produced relevant and useful results, there are several properties of high strength concrete like compressive and tensile strengths, stiffness, durability etc. that need to be evaluated and investigated to determine an accurate representation for the determination of different structural properties of beams made of high strength concrete. For this purpose, an investigation into the behaviour of beams made of higher con
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Halabi, Walid Charif. "High Strength concrete corbels." Thesis, University of Aberdeen, 1991. http://digitool.abdn.ac.uk/R?func=search-advanced-go&find_code1=WSN&request1=AAIU047734.

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Concrete is still the most widely used construction material of modern times. In very recent years attempts have been made by using steel fibre reinforcement to improve the inherent weaknesses that concrete possesses such as its low tensile strength and the tendency to shrink on drying and to creep under stress. In this context, the use of steel fibre reinforcement together with high strength concrete corbel joints has been investigated. This study came after fibre reinforced concrete had received wide recognition for its crack and deformation control, ductility and energy absorption character
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Porras, Yadira A. "Durable high early strength concrete." Thesis, Kansas State University, 2018. http://hdl.handle.net/2097/38761.

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Master of Science<br>Department of Civil Engineering<br>Mustaque A. Hossain<br>Based on a 2017 report on infrastructure by the American Society of Civil Engineers, 13% of Kansas public roads are in poor condition. Furthermore, reconstruction of a two-lane concrete pavement costs between $0.8 and $1.15 million dollars per lane mile. High early strength Portland cement concrete pavement (PCCP) patches are widely used in pavement preservation in Kansas due to the ability to open to traffic early. However, these repairs done by the Kansas Department of Transportation (KDOT) deteriorate faster than
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El-Baden, Ali Said Ahmed. "Shrinkage of high strength concrete." Thesis, Cardiff University, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.531983.

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Li, Yang. "Blast Performance of Reiforced Concrete Beams Constructed with High-Strength Concrete and High-Strength Reinforcement." Thesis, Université d'Ottawa / University of Ottawa, 2016. http://hdl.handle.net/10393/35261.

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This thesis focuses on the dynamic and static behaviour of reinforced concrete beams built using high-strength concrete and high-strength steel reinforcement. As part of this study, a total of 8 high-strength concrete beams, built with and without steel fibres, and reinforced with high strength ASTM A1035 bars are tested under simulated blast loading using the University of Ottawa shock-tube, with an additional 3 companion beams tested under quasi-static loading. The variables considered in this study include: concrete type, fibre content, steel reinforcement ratio and steel reinforcement type
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Zaina, Mazen Said Civil &amp Environmental Engineering Faculty of Engineering UNSW. "Strength and ductility of fibre reinforced high strength concrete columns." Awarded by:University of New South Wales. School of Civil and Environmental Engineering, 2005. http://handle.unsw.edu.au/1959.4/22054.

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The main structural objectives in column design are strength and ductility. For higher strength concretes these design objectives are offset by generally poor concrete ductility and early spalling of the concrete cover. When fibres are added to the concrete the post peak characteristics are enhanced, both in tension and in compression. Most of the available experimental data, on fibre reinforced concrete and fibre reinforced high strength concrete columns, suggest that an improvement in both ductility and load carrying capacity due to the inclusion of the fibres. In this thesis the ductility
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Lee, Kwang-Myong. "Interface fracture in high strength concrete." Thesis, Massachusetts Institute of Technology, 1993. http://hdl.handle.net/1721.1/12540.

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Mitchell, Andrew Douglass. "Shear friction behavior of high-strength concrete." Thesis, Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/19274.

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Kong, Paul Y. L. "Shear strength of high performance concrete beams." Curtin University of Technology, School of Civil Engineering, 1996. http://espace.library.curtin.edu.au:80/R/?func=dbin-jump-full&object_id=11337.

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An analytical and experimental investigation on the shear strength of High Performance Concrete (HPC) beams with vertical shear reinforcement or stirrups was carried out. The analytical work involved developing a theory based on the truss analogy, capable of predicting the response and shear strength of such beams subjected to combined bending moment and shear force.The experimental work comprised forty-eight beam specimens in eight series of tests. Most of the beams were 250 mm wide, 350 mm deep and had a clear span of approximately 2 metres. The largest beam was 250 mm wide, 600 mm deep and
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Books on the topic "High Strength Concrete Block"

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Super high strength, high performance concrete. Taylor & Francis, 2013.

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Nawy, Edward G. Fundamentals of high strength high performance concrete. Longman, 1996.

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L, Carrasquillo R., ed. Production of high strength concrete. Noyes Publications, 1986.

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Vares, Sirje. Fibre-reinforced high-strength concrete. Technical Research Centre of Finland, 1993.

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High Performance Concrete. Taylor & Francis Group Plc, 2004.

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High-performance concrete. E. & F.N. Spon, 1998.

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Caldarone, Michael A. High-strength concrete: A practical guide. Taylor & Francis, 2009.

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Bennett, D. F. H. Structural concrete updates: High-strength concrete, lightweight concrete and shearheads. Published on behalf of the industry sponsors of the Reinforced Concrete Campaign by the British Cement Association, 1990.

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Cousins, Thomas E. High-performance/high-strength lightweight concrete for bridge girders and decks. Transportation Research Board, 2013.

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Ibrahim, Hisham H. H. Flexural behavior of high strength concrete columns. Dept. of Civil Engineering, University of Alberta, 1994.

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Book chapters on the topic "High Strength Concrete Block"

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Xing, Feng, Wei Lun Wang, and Zheng Liang Cao. "Shear Strength Equation for High-Strength Concrete RC beams with High Strength Stirrup." In Environmental Ecology and Technology of Concrete. Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-983-0.706.

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Chiew, Sing-Ping, and Yan-Qing Cai. "Concrete confinement model." In Design of High Strength Steel Reinforced Concrete Columns. CRC Press, 2018. http://dx.doi.org/10.1201/9781351203951-3.

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Ollivier, J. P., V. Lumbroso, J. C. Maso, and M. Massat. "Microcracking and Durability of High Strength Concrete." In Brittle Matrix Composites 3. Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3646-4_29.

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Otto, Corinne, Kerstin Elsmeier, and Ludger Lohaus. "Temperature Effects on the Fatigue Resistance of High-Strength-Concrete and High-Strength-Grout." In High Tech Concrete: Where Technology and Engineering Meet. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_161.

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Shruthi, V. A., Ranjitha B. Tangadagi, K. G. Shwetha, et al. "Strength and Drying Shrinkage of High Strength Self-Consolidating Concrete." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5195-6_48.

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Suguna Rao, B., Ampli Suresh, and Srikanth M. Naik. "Shrinkage Behavior of High-Strength Concrete Using Recycled Concrete Aggregate." In Lecture Notes in Civil Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-3317-0_74.

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Park, Hong-Gun, Jang-Woon Baek, and Sung-Hyun Kim. "Effect of High-Strength Reinforcement for Shear Strength and Shear-Friction Strength of RC Walls Subjected to Cyclic Lateral Loading." In Concrete Structures in Earthquake. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-3278-4_5.

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Chiew, Sing-Ping, and Yan-Qing Cai. "Concrete creep and shrinkage model." In Design of High Strength Steel Reinforced Concrete Columns. CRC Press, 2018. http://dx.doi.org/10.1201/9781351203951-4.

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Sánchez, J., J. Fullea, and C. Andrade. "High Strength Steels Fracture Toughness Variation by the Media." In Modelling of Corroding Concrete Structures. Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-0677-4_9.

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Ranade, Ravi, William F. Heard, and Brett A. Williams. "Multi-Scale Mechanical Performance of High Strength-High Ductility Concrete." In Dynamic Behavior of Materials, Volume 1. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-22452-7_15.

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Conference papers on the topic "High Strength Concrete Block"

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Yingjie Zhu, Xiaoguang Zang, and Xiuliang Zhang. "Comparative study on compressive mechanics properties of high-strength concrete small-sized hollow block masonry." In 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5774591.

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Besjak, Charles, Bonghwan Kim, Alexandra Thewis, and Jing Zhuang. "35 Hudson Yards: Adapting to Urban Infrastructure with High Strength Concrete." 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.2019.0095.

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&lt;p&gt;The urban context provides unique challenges and opportunities for engineering. In New York, large blocks of land previously dedicated to railyard functions are being reclaimed as new urban centers. 35 Hudson Yards is a 72-story mixed-use building located entirely over railroad tracks in midtown Manhattan. To construct the highest residential tower at Hudson Yards, innovative solutions using high strength concrete are required to manage load path and structural integrity challenges. The 308 meter (1,010 feet) high reinforced concrete structure coordinates core wall and column placemen
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Hong, Sung-Gul, Namhee K. Hong, and In-Young Gu. "Application of ultra-high performance concrete for thermal resistance materials." 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.2019.0263.

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&lt;p&gt;This paper investigates the thermal resistance of ultra-high performance concrete (UHPC) composites using different fillers of low thermal conductivity. The development of new concrete for energy saving facilities is more demanding for climate change threat to human. The use of UHPC composite with expanded polystyrene (EPS) beads as well as different fillers of low thermal conductivity has shown a viable option of architectural sandwich walls of insulation. The optimum fillers of thermal resistance for UHPC are determined by the tradeoff of compressive strength between heat conductivi
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Oreta, Andres Winston C., Maejann E. Cuartero, and Nikko Paolo P. Villanueva. "Strength Properties and Microscopic Observations of Concrete with Plastic Wastes as Partial Aggregate Substitute." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0360.

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&lt;p&gt;Sustainable construction can be promoted by producing construction materials with recycled waste. This study aims to address the issue of recycling plastic wastes and providing a means of livelihood in a relocation site of typhoon victims and urban settlers in Metro Manila by exploring the production of quality concrete hollow blocks (CHB) mixed with waste plastic wastes. In the study, the strength properties of concrete with various types of plastic wastes (PW) such as plastic bags (PB) and noodle wrappers (NW) as substitute to fine aggregates were investigated. Different percent sub
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Wang, Shuoyu, Ahmed Abdulridha, Spencer Quiel, et al. "Mechanical Performance of Concrete Thermal Energy Storage Subject to Operating Thermal Demands." In ASME 2020 Heat Transfer Summer Conference collocated with the ASME 2020 Fluids Engineering Division Summer Meeting and the ASME 2020 18th International Conference on Nanochannels, Microchannels, and Minichannels. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/ht2020-8976.

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Abstract This paper presents a lab-scale investigation of the use of structural concrete for sensible heat storage in power plants. Transient thermal and mechanical analyses are simulated via coupled finite element models to study the thermo-mechanical performance of a cylindrical concrete block with 4-in diameter and 8-in length under thermal loading. The model is validated by performing experiments on high strength concrete (HSC) cylinders with this geometry in an oven, which heats the specimens from the outside. The models are then modified to simulate thermal energy storage (TES) applicati
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Patnaikuni, Indubhushan, Sujeeva Setunge, Mochamad Solikin, Xiao Ling, and Bindu Boina. "High Strength High Volume Fly Ash Concrete." In The Seventh International Structural Engineering and Construction Conference. Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-5354-2_m-62-464.

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LIU, Chen, Lan PANG, and Wei-Ling CHEN. "SHPB Test of High-Strength Concrete." In 3rd International Conference on Material Engineering and Application (ICMEA 2016). Atlantis Press, 2016. http://dx.doi.org/10.2991/icmea-16.2016.72.

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Hela, Rudolf, Lenka Bodnarova, Ales Florian, and Lenka Sevelova. "High Strength Concrete With Carbon Nanotubes." In The Seventh International Structural Engineering and Construction Conference. Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-5354-2_m-39-377.

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Cazan, Oana Eugenia. "STRENGTH PROPERTIES OF POLYPROPYLENE FIBER REINFORCED HIGH STRENGTH CONCRETE." In 15th International Multidisciplinary Scientific GeoConference SGEM2015. Stef92 Technology, 2015. http://dx.doi.org/10.5593/sgem2015/b61/s24.027.

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"Shear Strength between Ultra-High Performance Concrete and Old Concrete." In Dec. 4-6, 2017 London (UK). HEAIG, 2017. http://dx.doi.org/10.15242/heaig.h1217305.

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Reports on the topic "High Strength Concrete Block"

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Woodward, Kyle, and Frank Rankin. Influence of block and mortar strength on shear resistance of concrete block masonry walls. National Bureau of Standards, 1985. http://dx.doi.org/10.6028/nbs.ir.85-3143.

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Phan, L. T. Fire performance of high-strength concrete:. National Institute of Standards and Technology, 1996. http://dx.doi.org/10.6028/nist.ir.5934.

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Duthinh, Dat. Shear strength of high-strength concrete walls and deep beams. National Institute of Standards and Technology, 2000. http://dx.doi.org/10.6028/nist.ir.6495.

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A. M. Weidner, C. P. Pantelides, W. D. Richins, and T. Dynamic Tests of High Strength Concrete Cylinders. Office of Scientific and Technical Information (OSTI), 2012. http://dx.doi.org/10.2172/1084653.

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Duthinh, Dat, and Nicholas J. Carino. Shear design of high-strength concrete beams:. National Institute of Standards and Technology, 1996. http://dx.doi.org/10.6028/nist.ir.5870.

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Phan, Long T., and Nicholas J. Carino. Mechanical properties of high-strength concrete at elevated temperatures. National Institute of Standards and Technology, 2001. http://dx.doi.org/10.6028/nist.ir.6726.

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Ramirez, J., and Gerardo Aguilar. Shear Reinforcement Requirements for High-Strength Concrete Bridge Girders. Purdue University, 2005. http://dx.doi.org/10.5703/1288284313393.

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Kurama, Yahya C., and Ashley P. Thrall. Prefabricated High-Strength Rebar Systems with High-Performance Concrete for Accelerated Construction of Nuclear Concrete Structures. Office of Scientific and Technical Information (OSTI), 2018. http://dx.doi.org/10.2172/1493583.

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Yosefani, Anas. Flexural Strength, Ductility, and Serviceability of Beams that Contain High-Strength Steel Reinforcement and High-Grade Concrete. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.6286.

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Mariano Velez. High-Strength / High Alkaline Resistant Fe-Phosphate Glass Fibers as Concrete Reinforcement. Office of Scientific and Technical Information (OSTI), 2008. http://dx.doi.org/10.2172/926221.

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