Relevant bibliographies by topics / Excellent compressive strength

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  1. Journal articles
  2. Book chapters
  3. Conference papers

Academic literature on the topic 'Excellent compressive strength'

Author: Grafiati
Published: 5 June 2025
Last updated: 2 August 2025

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Journal articles on the topic "Excellent compressive strength"

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Yang, Juan, Gai Fei Peng, Yu Xin Gao, and Hui Zhang. "Mechanical Properties and Durability of Ultra-High Performance Concrete Incorporating Coarse Aggregate." Key Engineering Materials 629-630 (October 2014): 96–103. http://dx.doi.org/10.4028/www.scientific.net/kem.629-630.96.

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Ultra-high performance concrete (UHPC) incorporating coarse aggregate was prepared with common raw materials. Fresh concrete had excellent good workability with slump of 265 mm and slump spread of 673 mm. Compressive strength of UHPC at 56 d reached 150 MPa. However, UHPC exhibited high brittleness in terms of spalling failure which occurred during compression loading.The ratio of splitting tensile strength to compressive strength of about 1/18 and the ratio of flexural strength to compressive strength of about 1/14 at 56 d were also associated with the brittleness of UHPC in this research. Mi
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Memon, Imtiaz Ahmed, Ashfaque Ahmed Jhatial, Samiullah Sohu, Muhammad Tahir Lakhiar, and Zahid Hussain Khaskheli. "Influence of Fibre Length on the Behaviour of Polypropylene Fibre Reinforced Cement Concrete." Civil Engineering Journal 4, no. 9 (2018): 2124–31. http://dx.doi.org/10.28991/cej-03091144.

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Concrete being a mixture of cement, aggregates (fine and coarse) and water, can be used in vast range of applications. It has excellent durability and availability which are its main advantages. Though, concrete is strong in compression it is comparatively weak in tensile loading. Over the years various materials have been used to reinforce concrete to withstand the tensile stresses. Polypropylene fibre is one such fibre which comes in varied sizes, is nowadays being utilized to reinforce concrete. In this study, three PP fibres were used at 0.20%, 0.25% and 0.30% content by weight. The flexur
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Castillo, Hengels, Humberto Collado, Thomas Droguett, et al. "Factors Affecting the Compressive Strength of Geopolymers: A Review." Minerals 11, no. 12 (2021): 1317. http://dx.doi.org/10.3390/min11121317.

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Geopolymers are created by mixing a source of aluminosilicates, which can be natural or by-products from other industries, with an alkaline solution. These materials based on by-products from other industries have proven to be a less polluting alternative for concrete production than ordinary Portland cement (OPC). Geopolymers offer many advantages over OPC, such as excellent mechanical strength, increased durability, thermal resistance, and excellent stability in acidic and alkaline environments. Within these properties, mechanical strength, more specifically compressive strength, is the most
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Yang, Xiaoyun, Yan Zhang, Zhuhan Li, and Minglei Wang. "Research on Compressive and Flexural Properties of Coal Gangue-Slag Geopolymer under Wetting-Drying Cycles and Analysis of Micro-Mechanism." Polymers 13, no. 23 (2021): 4160. http://dx.doi.org/10.3390/polym13234160.

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Coal gangue-slag geopolymer is a kind of environment-friendly material with excellent engineering performance and is formed from coal gangue and slag after excitation by an alkaline activator. In this study, three kinds of coal gangue-slag geopolymer were activated by different activators, and the compressive and flexural strengths of water and sulphate solutions in the wetting-drying (W-D) cycles were compared. The microscopic mechanism was analyzed by the XRD, the FTIR and the SEM. The following conclusions are drawn: The influence of W-D cycles on flexural strength was greater than compress
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Zhang, Liwei, Qilin Zhao, Yaxin Huang, Fei Li, and Jiangang Gao. "Influencing Factors on the Longitudinal Compression Properties of Pultruded Unidirectional Fiber Composites." Science of Advanced Materials 14, no. 2 (2022): 319–32. http://dx.doi.org/10.1166/sam.2022.4206.

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Unidirectional fiber composites produced by pultrusion have good mechanical properties. We conducted compression experiments to investigate the factors that influenced the compression of pultruded unidirectional carbon fiber-reinforced plastics (CFRPs) under static axial loads. The CFRPS were composed of carbon fiber or carbon fiber cloth as reinforcement material, resin, ceramic, metal, cement, carbon or rubber as matrix. The modulus and compressive strength were measured. The experimental data were compared with the theoretical values obtained from the rule of mixtures. Moreover, the effects
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Shakir Muwashee, Rawa, Hamid Athab Al-Jameel, and Qusay Abdulhameed Jabai. "Investigating the Behavior of Concrete and Mortar Reinforced with Aluminum Waste Strips." International Journal of Engineering & Technology 7, no. 4.37 (2018): 211. http://dx.doi.org/10.14419/ijet.v7i4.37.24103.

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Composite concrete such as fiber reinforced concrete is widely used in structures because of its excellent properties such as compressive, flexural and tensile strengths and also high modulus of elasticity because it gives lower strain values under loading and too fewer cracks propagation. In this study, Aluminum strips was prepared by cutting the Coca- Cola cans as strips in concrete. The reason of using Aluminum strip is low density and good tensile strength (about 310 MPa) and also has a good ductility. The results of this study show good improvements in compressive, tensile and flexural st
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Chen, Wei, Yiping Liu, Zhenyu Jiang, Liqun Tang, Zejia Liu, and Licheng Zhou. "Modeling of Compressive Strength for Unidirectional Fiber Reinforced Composites with Nanoparticle Modified Epoxy Matrix." Materials 12, no. 23 (2019): 3897. http://dx.doi.org/10.3390/ma12233897.

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Incorporation of nanoparticles into polymer matrix was found to considerably improve the compressive performance of unidirectional fiber reinforced composites. In our experimental study, an increase by 62.7% in the longitudinal compressive strength of unidirectional carbon fiber reinforced composites is attained by dispersing 8.7 vol.% SiO2 nanoparticles into epoxy matrix. A compressive strength model is established to quantitatively describe the reinforcing effects of nanoparticles, which combines a modified microbuckling model for unidirectional fiber reinforced composites and a constitutive
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Kebaili, Bachir, Mohammed Benzerara, Souad Menadi, Nadia Kouider, and Redjem Belouettar. "Effect of parent concrete strength on recycled concrete performance." Frattura ed Integrità Strutturale 16, no. 62 (2022): 14–25. http://dx.doi.org/10.3221/igf-esis.62.02.

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The reuse of concrete waste as a secondary aggregate could be an efficient solution for sustainable development and long-term environmental protection. However, the variable quality of waste concrete, especially with various compressive strengths, can have a negative effect on the final compressive strength of recycled concrete. In this approach, the major goal of this research is to study the effect of parent concrete qualities on the performance of recycled concrete. To accomplish this task, three grades of different compressive strengths (10 to 15) MPa, (20 to 25) MPa, and (30 to 40) MPa ha
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Zhang, Yali, Xiaosong Jiang, Hongliang Sun, and Zhenyi Shao. "Effect of annealing heat treatment on microstructure and mechanical properties of nonequiatomic CoCrFeNiMo medium-entropy alloys prepared by hot isostatic pressing." Nanotechnology Reviews 9, no. 1 (2020): 580–95. http://dx.doi.org/10.1515/ntrev-2020-0047.

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AbstractIn this study, nonequiatomic Co28.5Cr21.5Fe20Ni26Mo4 medium-entropy alloys (MEAs) were prepared using hot isostatic pressing. The effect of annealing heat treatment on microstructure and mechanical properties of MEAs was investigated. The results showed that the microstructure of as-sintered alloys was mainly composed of the face-centered cubic (FCC) phase and μ phase. The presence of the μ phase could improve the compressive strength of Co28.5Cr21.5Fe20Ni26Mo4 MEAs. Meanwhile, the ductile FCC phase matrix could effectively suppress the propagation of cracks to improve its ductility. H
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Asanovic, Koviljka A., Aleksandra M. Ivanovska, Maja Z. Jankoska, Nadiia Bukhonka, Tatjana V. Mihailovic, and Mirjana M. Kostic. "Influence of pilling on the quality of flax single jersey knitted fabrics." Journal of Engineered Fibers and Fabrics 17 (January 2022): 155892502210912. http://dx.doi.org/10.1177/15589250221091267.

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In this work, the quality of four plain single jersey weft-knitted fabrics (produced from the same flax yarn) having different structural characteristics (stitch density, weight, and thickness) before and after pilling, was examined. The quality of knitted fabrics was evaluated in terms of their compression (compressibility, thickness loss, and compressive resilience), comfort (air permeability and water retention), and strength (bursting strength and ball traverse elongation) properties. The obtained results revealed that the fabric with the lowest structural characteristic values has the hig
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Book chapters on the topic "Excellent compressive strength"

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Najvani, Mohammad Amin D., Daniel Heras Murcia, and Mahmoud Reda Taha. "Evolution of Early-Age Mechanical and Failure Behavior of 3D Printed Polymer Concrete." In Springer Proceedings in Materials. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-72955-3_59.

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AbstractThe increasing interest in 3d printing of concrete for infrastructure applications necessitates having a design for this process. Previous research has mostly focused on 3D printable cement-based concrete mixes, with less attention given to 3D printed polymer concrete (PC). PC is a concrete type that uses polymer instead of cement as a binder. It offers improved compressive and tensile strengths, crack resistance and bond strengths, and superior durability than traditional Portland cement concrete, making it an excellent material for 3D printing. This study aims to understand the evolu
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Chen, Bo, Xiaochuang Zhang, Xiongfeng Wang, et al. "Permeability and Compressive Strength of Pervious Cement Concrete with Small Size Aggregates." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. https://doi.org/10.1007/978-981-97-6238-5_13.

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AbstractTo prepare high-performance pervious concrete with excellent mechanical properties and permeability, an orthogonal test method is used to investigate the effects of water-to-binder (W/B) ratio, grading of small size aggregates, and target continuous void content on the mechanical properties and permeability of pervious concrete. The results show that the W/B ratio and grading of small-size aggregates have negligible effects on compressive strength and permeability. The target continuous void content is the key parameter in determining the permeability of concrete. The compressive stren
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Liu, Zhenchao. "Effect of Machine-Made Sand Rate on the Compressive Strength, Workability, and Impermeability of Sleeper Concrete." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4090-1_13.

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AbstractThe exploitation and utilization of river sand along the SGR Phase II A Project in Kenya was rare. This work aims to explore the effect of the machine-made sand rate on the compressive strength, workability, and impermeability of sleeper concrete. The research demonstrated that the 28d compressive strength (46.30 MPa) of sleeper concrete (KD-45) were the optimal when the machine-made sand rate in the sleeper concrete was 45%. These results indicated that the compactness of the KD-45 was improved, leading to an increase in compressive strength. The slump (175 mm) and extensibility (455
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Liu, Junliang, Guangxiu Fang, Jiaxing Lu, and Han Jin. "Study on the New Preparation Method and Properties of Green Self-Compacting Transparent Concrete." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4090-1_11.

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AbstractThrough reading and integrating a large amount of literature, this paper innovatively proposed a new method of making transparent concrete. On this basis, we added fly ash and slag powder to replace cement according to different volume ratios, and developed four new types of green self-compacting transparent concrete with different mix ratios. By testing the compressive strength, tensile strength, elastic modulus and thermal conductivity of these concrete, found that according to (20%, 20%) added fly ash and slag powder cement instead of new green self-dense light transparent concrete
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Ma, Xiangwei, Xiuzhi Zhu, Junjie Zeng, Shangchuan Zhao, and Longlong Liu. "Experimental Study on the Effect of Mixing Time on the Performance of High Strength Concrete." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4355-1_76.

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AbstractTo solve the problem of concrete quality caused by non-standard mixing time of high-strength concrete and improve the durability life of concrete structures, based on the working performance and mechanical properties of concrete, effect of mixing time on the workability and strength was studied. In this paper, for high-strength concrete with water-binder ratios of 0.31 and 0.38, the mixing time was 120 s, 160 s, 180 s and 240 s. The effects of different mixing times on the fluidity, cohesion and water retention of high-strength concrete and the compressive strength of 28 days were stud
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Dong, W., Y. Huang, B. Lehane, and G. Ma. "An Intelligent Multi-objective Design Optimization Method for Nanographite-Based Electrically Conductive Cementitious Composites." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-3330-3_35.

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AbstractNanographite (NG) is a promising conductive filler for producing effective electrically conductive cementitious composites for use in structural health monitoring methods. Since the acceptable mechanical strength and electrical resistivity are both required, the design of NG-based cementitious composite (NGCC) is a complicated multi-objective optimization problem. This study proposes a data-driven method to address this multi-objective design optimization (MODO) issue for NGCC using machine learning (ML) techniques and non-dominated sorting genetic algorithm (NSGA-II). Prediction model
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Luo, Jiaxiang, Tianyi Gao, and Philip F. Yuan. "Fabrication of Reinforced 3D Concrete Printing Formwork." In Computational Design and Robotic Fabrication. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8637-6_44.

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AbstractIn recent years, the emerging 3D printing concrete technology has been proved to be an effective and intelligent strategy compared with conventional casting concrete construction. Due to the principle of additive manufacturing strategy, this concrete extrusion technique creates great opportunities for designing freeform geometries for surface decoration since this material has a promising performance of high compressive strength, low deformation, and excellent durability. However, the structure behavior is usually questioned, defined by the thickness and printing path. At the same time
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Liu, Peng, Quanwei Liu, Shoujie Ye, et al. "Development and Field Application of Self-compacting and Highly Impermeable Backfill Materials." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4090-1_37.

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AbstractAiming at the characteristics of structural backfill engineering, combined with the backfill performance requirements of subway stations, and taking backfill material fluidity, crystalline body strength, seepage resistance and volumetric stability as the main assessment indexes, a self-compacting and high seepage-resistant backfill material has been researched and prepared by taking the bulk solid waste cinder slag and fly ash as the main raw materials, blast furnace slag powder as the dope, and cement as the curing component. Compared with traditional backfill, the material has self-l
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Zhang, Z., Y. Yao, H. Liu, Y. Zhuge, and D. Zhang. "A New Dispersion Strategy to Achieve High Performance Graphene-Based Cement Material." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-3330-3_23.

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AbstractThe addition of graphene and its derivatives can enhance the mechanical and functional properties of cement-based composites, but most of the current technologies have limited dispersion and are costly. The creation of a cost-effective graphene-reinforced cement material with uniform graphene dispersion remains difficult. We used glucose as an economical carbon source to induce the in-situ formation of graphene on cement particles. Our proposed method is approximately 80% less expensive than commercial techniques. Evaluation of the microscopic morphology demonstrated uniform distributi
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Ramanathan, L. S., S. Sivaram, and Munmaya K. Mishra. "Polyurethane Urea." In Polymer Data Handbook. Oxford University PressNew York, NY, 2009. http://dx.doi.org/10.1093/oso/9780195181012.003.0193.

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Abstract Major Applications Polyurethane urea is useful in making interior automobile parts like armrests, head rests, gear shifts, knee protection pad, etc. Rigid integral PU foams are used in electronic and construction fields. Properties of Special Interest High compressive strength, less weight, good weatherability, and excellent properties of electrical insulation.
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Conference papers on the topic "Excellent compressive strength"

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Ripplinger, Eric, and Yanmin Zhong. "Optimization of High Solids Self-Leveling Epoxy Floor Coatings." In Coatings+ 2020. SSPC, 2020. https://doi.org/10.5006/s2020-00054.

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Abstract High solids epoxy self-leveling coatings are among the most widely used for industrial flooring due to their excellent performance, including aesthetics, durability, and chemical resistance. Epoxy self-leveling floorings are 2K systems consisting of an epoxy resin with fillers and additives and an amine based curing agent. The two part formulations are mixed and then spread over pretreated concrete surfaces, with minimal troweling or smoothing, to give excellent surface properties. This paper describes the optimization of epoxy self-leveling floor formulations to give coatings with ex
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Klapper, Norm. "Unique Application of an Epoxy Repair Gel to Eliminate Draft Tube Surface Wear and Cavitation, Potentially Improving Turbine Power Generation Efficiency." In SSPC 2016 Greencoat. SSPC, 2016. https://doi.org/10.5006/s2016-00035.

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Abstract A unique project was completed in Mid-2014 at the Powerhouse #3, Turbine Unit #23 refurbishment, Grand Coulee Dam, located in Washington State. The project scope includes a complete overhaul of the turbine bearings, windings and critical components. As part of the overall scope, the contractor was charged with the task of coating the entire draft tube surface with an epoxy gel. The Bureau of Reclamation, based in Denver, Colorado, had conducted a site survey which indicated severe wear lines, which result in cavitation and the accompanying backpressure on the exiting water outflow to
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Mittal, Garima, Imran Bhamji, Francesco Fanicchia, and Shiladitya Paul. "Development of Solution Precursor Plasma Spray TiO2/Al2O3 Composite Coatings for Heat Exchanger Application." In CORROSION 2021. AMPP, 2021. https://doi.org/10.5006/c2021-16304.

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Abstract Surface modification of the metal components involved in heat transfer is one of the passive methods used to enhance their heat transfer efficiency. Coatings with micro- or nano-scale features are widely employed to modify surfaces due to their enhanced surface area, which increases the number of boiling nucleation sites, leading to the generation of a higher number of bubbles. In geothermal power generation, due to the aggressive nature of the working fluid and chemistry of the geothermal brine, ceramic coatings are preferred. Along with having good compressive strength and hardness,
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Púa, Lizeth Gutiérrez, Virginia Paredes Méndez, Ana María Fonseca Reyes, Juan Carlos Rincón Montenegro, and Lily Margareth Payares. "Enhanced Corrosion Resistance and Biocompatibility of Pure Magnesium Modified by Calcium Phosphate / Biomass of Chlorella Sp. Coating for Orthopedic Applications." In CONFERENCE 2022. AMPP, 2022. https://doi.org/10.5006/c2022-18513.

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Extended Abstract Biomedical metallic materials can be harmful to the human body in the long term due to the release and accumulation of metallic particles resulting from the degradation and corrosion of the material, a consequence of the wear suffered by the implant. Therefore, biodegradable materials have been studied that reduce the risk to health and the need for a second surgical intervention to remove the implant when the tissue is regenerated. Magnesium alloys are possible candidates as degradable biomaterials for temporary implants in various specialties such as traumatology, cardiolog
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Tiberg, Jan. "A Cold-Rocked High-Strength Steel, Resistant to Sulphide Stress Cracking." In CORROSION 1985. NACE International, 1985. https://doi.org/10.5006/c1985-85218.

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Abstract Concerning the resistance of a cold-rocked stress-relieve annealed high-strength low-alloy steel with low contents of non-metallic inclusions to Sulphide Stress Cracking (SSC). This material has an unusually good combination of high yield strength and SSC resistance. Yield strength levels of 776 - 839 MPa are feasible. Furthermore cold-rocked material of the same type in the unannealed condition and with still higher strength (945 MPa) has good SSC-resistance. The material has been tested by bent beam, NACE tensile bar, deadweight and double-cantilever beam (DCB) - all in NACE solutio
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Thanaa, Mohamed, Anwar Almihdawi, Ezequias Lopez, et al. "First Implementation of Ultra High Compressive Strength 12.5 ppg Cement Slurry in Production String in Kuwait Oilfields." In International Petroleum Technology Conference. IPTC, 2023. http://dx.doi.org/10.2523/iptc-23104-ea.

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Abstract Quality Cementation across production sections consisting of depleted/weaker formations is the main challenge in Kuwait. Usage of conventional cement slurry over 15.8 ppg will lead to losses and poor zonal isolation. Newly designed 12.5 ppg enhanced compressive strength cement slurry was proposed to achieve desired zonal isolation and well integrity while avoiding losses and unnecessary remedial jobs. Strategy was formulated to minimize exposure of weaker formations for higher ECDs during cementation. Conventional 15.8PPG tail slurry was replaced with 12.5PPG Ultra high compressive st
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Shang, Naiqi, Thomas Dahmen, Thomas Lundin Christiansen, and Venkata Karthik Nadimpalli. "Impact Of Saturation, Layer Thickness And Part Orientation On Green Strength In Metal Binder Jetting Additive Manufacturing Of Powder Feedstock Obtained From Spray Forming." In Euro Powder Metallurgy 2023 Congress & Exhibition. EPMA, 2023. http://dx.doi.org/10.59499/ep235764032.

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Low green strength of binder-jetted parts can lead to potential damage during depowdering and thus complicates green part handling. Understanding and optimizing green strength is therefore essential for the overall control and repeatability of the process. This study systematically investigates the effect of different saturation levels, layer thicknesses and part orientation on the mechanical properties, via compression testing, of binder-jetted cylindrical green parts. The results indicate excellent suitability of the spray-formed powder as binder jetting feedstock due to the uniform spherica
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Tunusoglu, Gozde, Alper Tasdemirci, Mustafa Guden, and I. W. Hall. "Numerical and Experimental Studies of High Strain Rate Mechanical Behavior of E-Glass/Polyester Composite Laminates." In ASME 2010 10th Biennial Conference on Engineering Systems Design and Analysis. ASMEDC, 2010. http://dx.doi.org/10.1115/esda2010-24190.

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Quasi-static (∼10−3 s−1) and high strain rate (∼850 s−1) compression behavior of an E-glass/polyester composite was determined in the through-thickness and in-plane directions. In both directions, modulus and failure strength increased with increasing strain rate. Higher strain rate sensitivity for both elastic modulus and failure strength was observed in the inplane direction. A numerical model was developed to investigate the compressive deformation and fracture of an E-glass/polyester composite. Excellent agreement was demonstrated for the case of high strain rate loading. Also, the fractur
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Rabie, Mohamed, Mohammad Irshidat, and Nasser Al-Nuaimi. "Development of Sustainable Eco-friendly Geopolymer Composites for Construction Applications." In Qatar University Annual Research Forum & Exhibition. Qatar University Press, 2020. http://dx.doi.org/10.29117/quarfe.2020.0089.

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Geopolymerization is a process where silica and alumina rich source materials turns into excellent binding materials by the aid of alkali solutions. Materials such as fly ash are by-products in energy power plants. Fly ash is classified based on its constituent materials. Fly ash class F mainly consists of alumina and silica. Compressive strength of class F fly ash geopolymer mortar is influenced by many factors such as the molarity of sodium hydroxide solution, fluid to binder ratio, Na2SiO3/NaOH ratio, curing duration and curing temperatures. The present study investigates the effect of thes
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Waseetuddin, Nahri S., Abba A. Abubakar, Khaled S. Al-Athel, and Syed S. Akhtar. "A Numerical and Experimental Analysis of Compression-Induced Cracking in Epoxy Composite Grout Under Thermo-Mechanical Loading." In ASME 2023 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2023. http://dx.doi.org/10.1115/imece2023-112962.

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Abstract Grouts are designed to withstand high loads while resisting water, high temperatures, chemicals, and other factors. They are commonly employed in various practical structural applications due to their desirable attributes, such as excellent bonding, rapid strength development, ease of preparation, and free-flow ability. Much study has recently been conducted into replacing traditional cementitious grout with polymer composites. Most grout structures are subjected to compressive loads and significant temperature variations during their operational lifetime. As a result, it is critical
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