Log in

Relevant bibliographies by topics / Compressive strength along fibers

Contents

Journal articles
Dissertations / Theses
Books
Book chapters
Conference papers
Reports

Academic literature on the topic 'Compressive strength along fibers'

Author: Grafiati

Published: 2 June 2025

Last updated: 31 July 2025

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Compressive strength along fibers.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Compressive strength along fibers"

1

Ho, C. T., and D. D. L. Chung. "Carbon fiber reinforced tin-superconductor composites." Journal of Materials Research 4, no. 6 (1989): 1339–46. http://dx.doi.org/10.1557/jmr.1989.1339.

Full text

Abstract:

Unidirectional and continuous carbon fiber tin-matrix composites were used for the packaging of the high-temperature superconductor YBa2Cu3O7–δ by diffusion bonding at 170 °C and 500 psi. Tin served as the adhesive and to increase the ductility, the normal-state electrical conductivity, and the thermal conductivity. Carbon fibers served to increase the strength and the modulus, both in tension along the fiber direction and in compression perpendicular to the fiber layers, though they decreased the strength in compression along the fiber direction. Carbon fibers also served to increase the ther

APA, Harvard, Vancouver, ISO, and other styles

2

Patil, Sanket Mukund. "Experimental Investigation on Strength of Concrete Using Basalt Fiber with Silica Fume." INTERNATIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 09, no. 06 (2025): 1–9. https://doi.org/10.55041/ijsrem49791.

Full text

Abstract:

Abstract Concrete is a brittle material with low tensile strength and limited ductility. This study explores the enhancement of concrete strength through the addition of basalt fiber and silica fume. Basalt fibers improve tensile strength, crack resistance, and durability, while silica fume enhances compressive strength and reduces permeability. M40 grade concrete was tested by incorporating basalt fibers at 0.1%, 0.5%, and 1% volume fractions, along with a 10% replacement of cement by silica fume. Compressive and splitting tensile strengths were evaluated at 7, 14, and 28 days. Results indica

APA, Harvard, Vancouver, ISO, and other styles

3

Hendi, Saif Ibrahim, and Nada Mahdi Fawzi Aljalawi. "Behavior of Reactive Powder Concrete reinforced with Hybrid Fibers containing Sustainable Materials." Engineering, Technology & Applied Science Research 14, no. 3 (2024): 13878–82. http://dx.doi.org/10.48084/etasr.7167.

Full text

Abstract:

This study investigates the behavior of recycled Reactive Powder Concrete (RPC), made from finely ground recycled raw materials and containing a certain percentage of recycled copper (electrical waste copper wire) and steel fibers. This concrete has a relatively low water-to-binder ratio and is composed of cement, fine aggregate, and ultrafine powders, such as quartz powder and silica fume. The properties of Fiber-Reinforced Reactive Powder Concrete (FR-RPC) containing micro-steel fibers, recycled copper fibers, and a mixture of steel-recycled and copper fibers were investigated. A micro-steel

APA, Harvard, Vancouver, ISO, and other styles

4

Grzeszczyk, Stefania, Aneta Matuszek-Chmurowska, Eva Vejmelková, and Robert Černý. "Reactive Powder Concrete Containing Basalt Fibers: Strength, Abrasion and Porosity." Materials 13, no. 13 (2020): 2948. http://dx.doi.org/10.3390/ma13132948.

Full text

Abstract:

The paper presents the test results of basalt fiber impact on a compressive and flexural strength, resistance to abrasion and porosity of Reactive Powder Concrete (RPC). The reasons for testing were interesting mechanical properties of basalt fibers, the significant tensile strength and flexural strength, and in particular the resistance to high temperatures, as well as a relatively small number of RPC tests performed with those fibers and different opinions regarding the impact of those fibers on concrete strength. The composition of the concrete mix was optimized to obtain the highest packin

APA, Harvard, Vancouver, ISO, and other styles

5

Palani, Sathyaseelan, Ramesh Kumar Rajamanickam, and Narayana Dilip Raja. "MECHANICAL BEHAVIOUR OF CARBON AND JUTE FIBERS REINFORCED ALUMINIUM LAMINATES FABRICATED IN DIFFERENT STACKING SEQUENCES." Suranaree Journal of Science and Technology 30, no. 1 (2023): 010193(1–6). http://dx.doi.org/10.55766/sujst-2023-01-e01879.

Full text

Abstract:

In this research work, the mechanical properties of aluminium laminates having carbon fiber reinforcement and carbon-jute fibers reinforced aluminium laminates fabricated in different stacking sequences are studied. Here the fiber metal laminates are manufactured through the hand layup technique. A compression moulding machine was used to press the laminates during the production process. In this study, carbon and jute fibers along with thin aluminium sheets are used as reinforcement. Four different stacking sequences were selected. Each arrangement is symmetric and consists of ten layers of r

APA, Harvard, Vancouver, ISO, and other styles

6

Sikkema, Doetze J., Maurits G. Northolt, and Behnam Pourdeyhimi. "Assessment of New High-Performance Fibers for Advanced Applications." MRS Bulletin 28, no. 8 (2003): 579–84. http://dx.doi.org/10.1557/mrs2003.169.

Full text

Abstract:

AbstractHigh-performance fibers, used in fabric applications ranging from bulletproof vests to trampolines, must have a sufficient number of chemical and physical bonds for transferring the stress along the fiber. To limit their deformation, the fibers should possess high stiffness and strength. Stiffness is brought about by the degree to which the chemical bonds are aligned along the fiber axis. In fiber-reinforced composites, the fibers are the load-bearing element in the structure, and they must adhere well to the matrix material. An ideal reinforcing fiber must have high tensile and compre

APA, Harvard, Vancouver, ISO, and other styles

7

Abd Elmoaty, Abd Elmoaty M., Alaa M. Morsy, and Abdelrhman B. Harraz. "Effect of Fiber Type and Volume Fraction on Fiber Reinforced Concrete and Engineered Cementitious Composite Mechanical Properties." Buildings 12, no. 12 (2022): 2108. http://dx.doi.org/10.3390/buildings12122108.

Full text

Abstract:

Engineered cementitious composites (ECC) are an ultra-ductile cement-based composite material reinforced with short randomly distributed fibers. It differs from fiber reinforced concrete (FRC) in that it has a distinct ductile behavior. The study aims to assign mechanical properties, such as tensile, flexural, and compressive strength using locally available fiber rather than polyvinyl alcohol (PVA) fiber, which is not widely available in many countries, to ECC. PVA fiber is also very expensive. Instead of PVA, lightweight fibers, such as polypropylene, polyolefin, and glass fiber, as well as

APA, Harvard, Vancouver, ISO, and other styles

8

Poophanchit, Auttachoke, and Prasert Aengchuan. "The Study Influence of Sugarcane Leaves Fibers Ratio on Compressive Strength of Fire Clay Bricks." Materials Science Forum 1053 (February 17, 2022): 383–88. http://dx.doi.org/10.4028/p-17k1o6.

Full text

Abstract:

This research aimed to reuse the waste of sugar cane leaves to improve the properties of clay bricks by using Design of Experiment (DOE) full factorial designs. There are 3 factors in this process, i.e., the sugarcane leaf fiber content, firing temperature and the length of sugarcane leaves fibers. The results showed that the addition of sugarcane leaf fiber content and length of sugarcane leaves fibers increased the porosity the clay bricks along with decreasing the density and compressive strength. The different temperatures did not affect the compressive strength of clay bricks. The maximum

APA, Harvard, Vancouver, ISO, and other styles

9

Abbass, Wasim, and M. Iqbal Khan. "Mechanical properties of Hybrid steel/PVA fibers reinforced high strength concrete." MATEC Web of Conferences 199 (2018): 11005. http://dx.doi.org/10.1051/matecconf/201819911005.

Full text

Abstract:

The high strength concrete exhibits improved compressive strength with drawback of brittle failure due to lack of tensile strength which can be catered by the addition of fibers. The efficient use of fibers with hybridization at macro and micro level can improve mechanical properties of high strength concrete. The effect of hybridization of hooked end steel macro fibers (60 mm) and PVA micro fibers (12 mm) with different dosages was investigated in this research work. The different percentage of steel and PVA were hybridized to find out the best combination of hybridized fibers in high strengt

APA, Harvard, Vancouver, ISO, and other styles

10

Hussain, Shaik, and Jitendra Singh Yadav. "Mechanical and Durability Performances of Alkali-resistant Glass Fiber-reinforced Concrete." Jordan Journal of Civil Engineering 17, no. 2 (2023): 231–46. http://dx.doi.org/10.14525/jjce.v17i2.06.

Full text

Abstract:

Concrete, being the most widely used construction material in the world, lacks strength in direct tension and flexure. Attempts to reinforce concrete in tension include the use of steel rebars to strengthen the tensile side of concrete as well as the use of discrete fibers as a reinforcing medium. The study conducted in this manuscript details the effects of including alkali-resistant glass fibers in concrete. Mechanical strength, such as strength in compression and flexure, chord modulus of elasticity and bond pull-out strength, have been measured along with porosity and resistance to acceler

APA, Harvard, Vancouver, ISO, and other styles

More sources

Dissertations / Theses on the topic "Compressive strength along fibers"

1

Dang, Thuy Dinh. "Molecular/Nano Level Approaches for the Enhancement of Axial Compressive Properties of Rigid-Rod Polymers." University of Cincinnati / OhioLINK, 2009. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1246540651.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Silva, Janaina Salustio da. "Estudo de concretos de diferentes resist?ncias ? compress?o submetidos a altas temperaturas sem e com incorpora??o de fibras de politereftalato de etileno (PET)." Universidade Federal do Rio Grande do Norte, 2013. http://repositorio.ufrn.br:8080/jspui/handle/123456789/14844.

Full text

Abstract:

Made available in DSpace on 2014-12-17T14:48:14Z (GMT). No. of bitstreams: 1 JanainaSS_DISSERT.pdf: 4645317 bytes, checksum: 1f500f6eaf05e8ac34d38ba500240ab2 (MD5) Previous issue date: 2013-04-22<br>Coordena??o de Aperfei?oamento de Pessoal de N?vel Superior<br>The reinforced concrete structures are largely used in buildings worldwide. Upon the occurrence of fire in buildings, there is a consensus among researchers that the concrete has a high resistance to fire, due mainly to its low thermal conductivity. However, this does not mean that this material is not affected by exposure to high tem

APA, Harvard, Vancouver, ISO, and other styles

3

Ngo, Duc chinh. "Développement d’un nouveau éco-béton à base de sol et fibres végétales : étude du comportement mécanique et de durabilité." Thesis, Bordeaux, 2017. http://www.theses.fr/2017BORD0885/document.

Full text

Abstract:

La conception écologique des structures et le développement durable jouent un rôle important dans l'industrie de la construction. Les matériaux écologiques de construction tels que le béton de terre, contenant une proportion de divers composants écologiques, sont de grande importace aujourd'hui. L'objectif de la production de ce béton est de réduire la consommation de ciment et donc la production de CO2, de fournir des solutions pour éviter l’épuisement des ressources naturelles comme les granulats et de réduire la consommation d'énergie dans le processus de production.Ces dernières années, de

APA, Harvard, Vancouver, ISO, and other styles

4

Dvořák, Richard. "Studium efektu aplikace celulózových vláken v cementových kompozitech." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240420.

Full text

Abstract:

This diploma thesis is focused on composition and processing of cellulose fibers and their usage in cementitious composites. It describes key attributes of cellulose fibers, which has to be acquired for effective use in cement composites. There are stated effects of cellulose fibers on concrete properties, such as workability, physical and mechanic attributes and freeze-thaw resistance. In experimental part is designed a mixture with portion of cellulose fibers. There has been performed various tests to define the effect of cellulose fibers. There was designed experiment to determine its alkal

APA, Harvard, Vancouver, ISO, and other styles

5

Cajada, João Carlos Atalaia. "Estabilização Química de Diferentes Solos com Adição de Fibras de Polipropileno." Master's thesis, 2017. http://hdl.handle.net/10316/82915.

Full text

Abstract:

Dissertação de Mestrado Integrado em Engenharia Civil apresentada à Faculdade de Ciências e Tecnologia<br>O crescimento populacional tem conduzido a um aumento da densidade de ocupação do solo, e consequentemente à construção em zonas constituídas por solos de fundação com fracas caraterísticas geotécnicas (nomeadamente reduzida capacidade resistente e elevada deformabilidade). Como resultado, tem-se assistido ao desenvolvimento de técnicas de reforço e melhoramento de solo. Uma dessas técnicas é o Deep Soil Mixing, caraterizada pelo melhoramento/estabilização química de um solo, sendo executa

APA, Harvard, Vancouver, ISO, and other styles

6

Hajjaj, Maher Saeed 1980. "Evaluation Of Mechanical Properties of Provisional Fixed Partial Denture PMMA Material Containing Alumina Nanofibers." Thesis, 2012. http://hdl.handle.net/1805/2804.

Full text

Abstract:

Indiana University-Purdue University Indianapolis (IUPUI)<br>Provisional restorative treatment is an essential part of fixed prosthodontics. Incorporation of adequately constructed provisional restorations will enhance the success rate of definitive restorations. Repairing or replacing failed provisional restorations is a concern for both clinicians and patients. The objective of this investigation was to study the effects of alumina nanofibers reinforcement on the mechanical properties of commercially available provisional fixed partial denture PMMA material. The hypothesis was that th

APA, Harvard, Vancouver, ISO, and other styles

Books on the topic "Compressive strength along fibers"

1

Nettles, A. T. (Alan T.), Jackson J. R, and George C. Marshall Space Flight Center, eds. Comparison of open-hole compression strength and compression after impact strength on carbon fiber/epoxy laminates for the Ares I composite interstage. National Aeronautics and Space Administration, Marshall Space Flight Center, 2011.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

Book chapters on the topic "Compressive strength along fibers"

1

Lukin, Mikhail, Marina Popova, and Tatyana Glebova. "Compressive Strength Along and Across Wood Fibers Modified by a Polymer Composition with a Nanostructured Filler." In Lecture Notes in Civil Engineering. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-30570-2_22.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Meng, Yunfang, Xiaoping Ma, Li Han, Yanzhu Huang, and Zhiqing Wan. "Study on Improving Crack Resistance of Concrete by Waste Rubber Powder and Its Mechanism." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5814-2_28.

Full text

Abstract:

AbstractIn this study, we explore the use of an innovative mixture incorporating compound ecological fiber, waste rubber powder, fly ash, and single ore to enhance the cracking resistance of concrete. Through experimental analysis, we investigated the mechanical properties and underlying mechanisms associated with this composite material. The findings indicate that while the inclusion of mixed fiber and waste rubber powder does not significantly impact the compressive strength of concrete, these components notably enhance its toughness and early crack resistance. Specifically, the addition of

APA, Harvard, Vancouver, ISO, and other styles

3

Shan, Jingsong, Chengfa Song, Shengbo Zhou, TongJun Duan, Shuai Zheng, and Bo Zhang. "Study on Performance of Pervious Concrete Modified by Nano-Silicon + Polypropylene Fiber Composite." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1748-8_15.

Full text

Abstract:

AbstractIn order to improve the comprehensive performance of pervious concrete, nano-silicon and polypropylene fiber were added to pervious concrete to study the change of performance of pervious concrete. Firstly, the effect of single doped nano-silicon on the properties of cement slurry and pervious concrete was studied, and the optimal water-binder ratio and nano-silicon content were determined. Based on this, mixed polypropylene fiber with different proportions of length of 18 mm to determine the reasonable amount of polypropylene fiber. The results showed that the compressive strength of

APA, Harvard, Vancouver, ISO, and other styles

4

Behforouz, Babak, Davoud Tavakoli, Behrouz Naderi, and Mohammad Hajmohammadian Baghban. "Sustainable Enhancement of Lightweight Concrete: A Comprehensive Investigation into GGBS and Waste Steel Fiber Incorporation for Improved Strength and Durability." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_68.

Full text

Abstract:

AbstractThis study explores the properties of lightweight concrete incorporating slag and steel fibers. Cubic and cylindrical specimens were created with varying fiber percentages (0%, 1.5%, and 3%) and slag replacements (0%, 10%, 20%, 30%, and 40%). The samples underwent testing for compressive strength at 7, 28, and 90 days, tensile strength at 28 and 90 days, and water absorption at 28 and 90 days. Results indicate an enhancement in both compressive and tensile strength with a 20% slag replacement in all specimens. Additionally, an inverse correlation is observed between overhead percentage

APA, Harvard, Vancouver, ISO, and other styles

5

Daniel, Habtom, Omar Mohamed Omar, Mahdi Kioumarsi, Shima Pilehvar, and Rafael Borrajo-Pelaez. "Mechanical Reinforcement of Building Materials with Microfibers Produced by Electrospinning." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_34.

Full text

Abstract:

AbstractThis study investigates the integration of electrospun cellulose acetate (CA) microfibers into cementitious composites to enhance the mechanical properties of the resulting composite material. Through systematic experimentation, optimal parameters for electrospinning CA fibers were inspected, and different methods were used to blend electrospun fibers and cement. Some preliminary tests of the mechanical properties indicate a significant increase in the compressive strength of the fiber-reinforced material with respect to the reference non-reinforced material. Incorporating 0.5% CA fibe

APA, Harvard, Vancouver, ISO, and other styles

6

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.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

7

Xu, Lina, Tatenda Kelvin Gomba, Lei Niu, and Daohan Song. "Experimental Study on the Influence of Erosive Solution on Unconfined Compressive Strength of Fiber Reinforced Cemented Soil." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-2417-8_31.

Full text

Abstract:

AbstractMany erosive environments, such as acidic or various salts, can cause damage to structures like roads, tunnels, and buildings. Various tests were conducted to investigate how the strength of cemented soil is affected by different soaking periods, types of saline solutions, and fibers. Samples including and excluding basalt fibers were tested in water, acid, and salt solutions for 1, 8, 19, 39, and 54 days. The results show that the strength of cemented soil soaked in clear water gradually increases with the increase of maintenance days, which is the development law of strength of cemen

APA, Harvard, Vancouver, ISO, and other styles

8

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.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

9

Rusu, Adina, Marinela Bărbuță, and Scripcă Sabina. "Multiple Linear Regression Model to Predict Compressive Strength of Concrete with Silica Fume and Metallic Fibers." In The 17th International Conference Interdisciplinarity in Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-54664-8_23.

Full text

APA, Harvard, Vancouver, ISO, and other styles

10

Jordan, Alejandro Daniel Pareja, Ray J. Villacorta, and Nayda S. Morales. "Optimal Dosage of Polypropylene and Steel Fibers to Improve Compressive Strength of Concrete at 350 °C." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-96-6111-4_3.

Full text

APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Compressive strength along fibers"

1

Ikhsan Sugiarto, H., Rita Irmawaty, and Januarty Jaya Ekaputri. "Flexural Behavior of Hybrid Geopolymer Fly Ash Beams with Addition of PVA (Polyvinyl Alcohol) Fiber." In The 6th International Symposium on Infrastructure Development. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-g5u7of.

Full text

Abstract:

Using cement as the primary material for making concrete, around 7%-15%, requires a significant amount of energy and generates abundant waste, thus significantly impacting the environmental conditions. Innovative materials are needed as alternatives to cement. Fly ash, as an environmentally friendly material, can be a solution to minimize the use of cement. The selected fiber is Poly-Vinyl Alcohol (PVA) fiber due to its high tensile strength, which can effectively inhibit the rate of crack development occurring in the beams. The research process was divided into two stages: geopolymer mortar c

APA, Harvard, Vancouver, ISO, and other styles

2

Ejaz, Sheikh Zakria, Chaudhary Tabarak Shafqat, Usama Jameel, Hurraira Choudary, and Anwar Khitab. "Challenges in Translating Rubberized Mortar Properties to Concrete: Segregation and Shear Slump." In 14th International Civil Engineering Conference. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-1m7ixc.

Full text

Abstract:

Rubberized cementitious composites are gaining focus in sustainable construction. Crumb rubber, sourced from waste tires, is used as a partial replacement for sand in concrete. However, rubber's low density, elasticity, and hydrophobic nature reduce workability and mechanical strength, owing to voids and poor compaction. To address these issues, supplementary cementitious materials (SCMs) like silica fume and fly ash, along with polypropylene (PP) fibres, were incorporated in this study. A control mortar mix with a 1:4 cement-to-sand ratio was established, and 10% of the sand was replaced by c

APA, Harvard, Vancouver, ISO, and other styles

3

Scheel, Jeremy, Doug Hornbach, Paul Prevéy, Darrel Chelette, and Peter Moore. "STG 32 – Advances in Materials for Oil & Gas Production." In CORROSION 2011. NACE International, 2011. https://doi.org/10.5006/c2011-11115.

Full text

Abstract:

Abstract Sulfide stress cracking (SSC) along with hydrogen embrittlement (HE) prevents the use of less expensive high strength carbon steel alloys in the recovery of fossil fuels in H2S containing ‘sour’ service environments that are commonly seen in deep well fossil fuel recovery efforts. High magnitude tensile stresses are generated by connection interferences created during power make-up of down hole tubular components. When subject to service loads the stresses are increased further providing the high tensile stresses necessary for SSC initiation. Because these alloys processed into high s

APA, Harvard, Vancouver, ISO, and other styles

4

Ahmad, Rashid, and Majid Ali. "A Review on Introducing Fibers in Concrete for Blocks, Pavers and Kerbstone." In Technology Enabled Civil Infrastructure Engineering & Management Conference. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-pq8hma.

Full text

Abstract:

At present, concrete blocks serve as the primary construction material in civil engineering due to their convenient material selection and impressive compressive strength. However, their limitations in terms of low tensile strength, poor toughness, and susceptibility to cracking hinder their progress. To enhance the flexibility and resilience of concrete, incorporating fibers is a viable method to develop a composite material. Concrete blocks, pavers, and kerbstones are widely using in construction applications. However, this is susceptible to cracking, especially under heavy loads or in harsh

APA, Harvard, Vancouver, ISO, and other styles

5

Ullah, Zeeshan, Muhammad Khurram Rashid, Saima Shafi Ur Rehman, and Maryam Sadia. "The Impact of Silica Fume on the Properties of High-Strength Concrete: Enhancing Strength, Workability, and Durability." In 14th International Civil Engineering Conference. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-c0xt2l.

Full text

Abstract:

Concrete is a fundamental component of many structures and the backbone of the construction industry. While normal-strength concrete is typically used for smaller projects, high-strength, and even ultra-high-strength concrete are increasingly employed in large-scale construction. This type of concrete provides greater structural strength and reduces costs by minimizing the size of structural members compared to normal-strength concrete. High-strength concrete offers additional benefits such as enhanced durability, reduced permeability, and improved resistance to environmental conditions. High-

APA, Harvard, Vancouver, ISO, and other styles

6

Ellyta, Winda, Ade Okvianti Irlan, Ananto Nugroho, and Triastuti Triastuti. "Effect of Hydrothermal Carbonization of Coconut Coir on Mechanical Properties of Cement Mortar." In The 6th International Symposium on Infrastructure Development. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-naom2c.

Full text

Abstract:

Hydrothermal carbonization (HTC) involves a thermochemical process at high temperature to reduce lignin and extractive in organic material using water as a medium. HTC produces a solid product known as hydrochar. Utilization of coconut coir in the concrete or mortar is an alternative to reducing agriculture waste. The application of natural fibers as aditif material in concrete and mortar effect the characteristics of cement mortar. The aim of this study is to investigate the impact of introducing coconut coir on mechanical properties of cement mortar at 28 days. This research used coconut coi

APA, Harvard, Vancouver, ISO, and other styles

7

Ali, Sameer, and Rana Muhammad Waqas. "Effect of Bentonite & Polypropylene Fibres on Fresh and Hardened Properties of Geopolymer Concrete with Slag and Alkali Solution." In Technology Enabled Civil Infrastructure Engineering & Management Conference. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-sua4eq.

Full text

Abstract:

The construction industry significantly contributes to global CO2 emissions and environmental impact, mainly due to concrete usage, which consumes vast resources and energy while emitting CO2. Researchers are exploring alternatives such as geopolymer concrete (GPC), formed without traditional cement but through alkaline activation of industrial by-products like fly ash, ground granulated blast furnace slag, bentonite, and metakaolin clay. This study evaluates the effects of incorporating bentonite and polypropylene (PP) fibers on the workability and strength properties of GPC based on slag. Be

APA, Harvard, Vancouver, ISO, and other styles

8

Irsyad, Muh Afwan, Rita Irmawaty, and Fakhruddin Fakhruddin. "Shear Strengthening Behavior of Reinforced Concrete Beams with Varying Blot Spacing and Wire Mesh Presence in Geopolymer Mortar Panels." In The 6th International Symposium on Infrastructure Development. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-yys7nd.

Full text

Abstract:

This study aims to analyzes the shear behavior, crack patterns, and failure modes of reinforced concrete beams strengthened with geopolymer mortar panels (GMP) which consisted PVA fibers and wire mesh with varying bolts spacing. Shear behavior is discussed based on load-deflection behavior, maximum load, steel load strain, and concrete load strain. The research stages were divided into two, namely compressive strength of geopolymer mortar and shear test of reinforced concrete beams. The geopolymer mortar compressive strength test used 50x50x50 mm cube samples, tested at 3, 7, and 28 days. The

APA, Harvard, Vancouver, ISO, and other styles

9

Nagai, Takuo. "Structural morphology of bamboo focusing on relationship between culm geometries and mechanical characteristics." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.2403.

Full text

Abstract:

<p>This study investigates the geometric and mechanical properties of <i>Phyllostachys edulis </i>(Moso bamboo) and <i>Phyllostachys bambusoides </i>(Madake bamboo) grown in Japan. Geometric characteristics, including culm diameter, wall thickness, and internode length, are analyzed along the culm axis. Mechanical properties such as bending Young’s modulus, compressive strength, shear strength, and transverse bending strength are examined. Experimental results show that mechanical properties improve from the base to the top, correlating positively with specific gr

APA, Harvard, Vancouver, ISO, and other styles

10

Fujiyoshi, Kazuo, Takao Ueda, Hitoshi Takagi, and Masayuki Tsukagoshi. "Mechanical Properties and Durability of Bamboo Fibers/Bamboo-Fiber-Mixed Spray Mortar for Slope Protection." In 4th International Conference on Bio-Based Building Materials. Trans Tech Publications Ltd, 2022. http://dx.doi.org/10.4028/www.scientific.net/cta.1.1.

Full text

Abstract:

Conventionally, short fibers such as steel and synthetic fibers have been mixed into spray mortar used for slope protection to enhance resistance against cracking and durability. However, in the quest of higher performance fiber-reinforced mortar with reduced impact on the environment, natural fibers such as bamboo fibers may play a vital role. Thus, the tensile strength and the bond strength of bamboo fibers used for spray mortar were examined by laboratory tests. The mechanical properties of bamboo-fiber-reinforced spray mortar were examined under cyclic wet and dry conditions along with its

APA, Harvard, Vancouver, ISO, and other styles

Reports on the topic "Compressive strength along fibers"

1

Roberson, Madeleine, Kathleen Inman, Ashley Carey, Isaac Howard, and Jameson Shannon. Probabilistic neural networks that predict compressive strength of high strength concrete in mass placements using thermal history. Engineer Research and Development Center (U.S.), 2022. http://dx.doi.org/10.21079/11681/44483.

Full text

Abstract:

This study explored the use of artificial neural networks to predict UHPC compressive strengths given thermal history and key mix components. The model developed herein employs Bayesian variational inference using Monte Carlo dropout to convey prediction uncertainty using 735 datapoints on seven UHPC mixtures collected using a variety of techniques. Datapoints contained a measured compressive strength along with three curing inputs (specimen maturity, maximum temperature experienced during curing, time of maximum temperature) and five mixture inputs to distinguish each UHPC mixture (cement typ

APA, Harvard, Vancouver, ISO, and other styles

2

Baten, Bayezid, Matthew Gombeda, and Nishant Garg. Utilizing a Particle-packing Approach for an Illinois-specific, Nonproprietary, Low-shrinkage UHPC. Illinois Center for Transportation, 2024. http://dx.doi.org/10.36501/0197-9191/24-021.

Full text

Abstract:

Ultra-high-performance concrete (UHPC) represents the next generation of concrete, with a strength 3-4 times greater than traditional concrete (100-120 MPa as opposed to 30-40 MPa). However, most of the commercial UHPC mixes are proprietary and expensive. In this project, we document the development of nonproprietary, cost-effective UHPC mixes primarily using locally sourced or pre-qualified materials in Illinois. The research utilizes the modified Anderson and Andreasen packing model to establish a new parameter: “packing factor” that has a significant influence on the design and performance

APA, Harvard, Vancouver, ISO, and other styles

3

Weiss, Charles, William McGinley, Bradford Songer, Madeline Kuchinski, and Frank Kuchinski. Performance of active porcelain enamel coated fibers for fiber-reinforced concrete : the performance of active porcelain enamel coatings for fiber-reinforced concrete and fiber tests at the University of Louisville. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/40683.

Full text

Abstract:

A patented active porcelain enamel coating improves both the bond between the concrete and steel reinforcement as well as its corrosion resistance. A Small Business Innovation Research (SBIR) program to develop a commercial method for production of porcelain-coated fibers was developed in 2015. Market potential of this technology with its steel/concrete bond improvements and corrosion protection suggests that it can compete with other fiber reinforcing systems, with improvements in performance, durability, and cost, especially as compared to smooth fibers incorporated into concrete slabs and b

APA, Harvard, Vancouver, ISO, and other styles

4

Solanki, Pranshoo, and Haiyan Xie. Field-Curing Methods for Evaluating the Strength of Concrete Test Specimens. Illinois Center for Transportation, 2023. http://dx.doi.org/10.36501/0197-9191/23-023.

Full text

Abstract:

The American Association of State Highway and Transportation Officials R 100 standard provides instructions for making and curing concrete test specimens in the field. However, further research is needed to compare the strength of the field-cured specimen with the strength of the actual in-place concrete item. The purpose of this combined laboratory and field study was to evaluate field-curing methods of concrete specimens for estimating the early opening strength of an in-place concrete item. The researchers used one Illinois Department of Transportation class PV mix to cast cylinders, beams,

APA, Harvard, Vancouver, ISO, and other styles

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!