Relevant bibliographies by topics / Mechanical properties of concrete

Contents

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

Academic literature on the topic 'Mechanical properties of concrete'

Author: Grafiati
Published: 4 June 2021
Last updated: 10 February 2022

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 'Mechanical properties of concrete.'

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 "Mechanical properties of concrete"

1

Shu, Xing Wang, and Ying Zhang. "Mechanical Properties of Modified Epoxy/Rubber Concrete." Materials Science Forum 859 (May 2016): 39–44. http://dx.doi.org/10.4028/www.scientific.net/msf.859.39.

Full text
Abstract:
To research the effect of a elastic modifier on the mechanical properties of epoxy/rubber concrete, series of epoxy/rubber concretes were prepared with different elastic modifier content, the relationship between elastic modifier content and stress-strain curve of epoxy/rubber concretes were investigated. Results show: as the increase of elastic modifier content, both the compressive and bending stress-strain curves of epoxy/rubber concretes experience a stage transition of elastic-elastoplasticity-plastic apparently; the slope in the rising and falling section of stress-strain curves are gradually decreased; the peak stress decrease while the corresponding strain and stain energy increase. Content of elastic modifier between 40pbw and 60 pbw is proposed in order to attain better properties of epoxy/rubber concrete. Compared with ordinary concrete and rubberized concrete, Improved epoxy/rubber concrete has better comprehensive mechanical properties and larger rubber content.
APA, Harvard, Vancouver, ISO, and other styles
2

Shaikh, Faiz. "Mechanical and Durability Properties of Green Star Concretes." Buildings 8, no. 8 (August 17, 2018): 111. http://dx.doi.org/10.3390/buildings8080111.

Full text
Abstract:
This paper presents mechanical and durability properties of green star concretes. Four series of concretes are considered. The first series is control concrete containing 100% ordinary Portland cement, 100% natural aggregates and fresh water. The other three series of concretes are green star concretes according to Green Building Council Australia (GBCA), which contain blast furnace slag, recycled coarse aggregates and concrete wash water. In all above concretes compressive strength, indirect tensile strength, elastic modulus, water absorption, sorptivity and chloride permeability are measured at 7 and 28 days. Results show that mechanical properties of green star concretes are lower than the control concrete at both ages with significant improvement at 28 days. Similar results are also observed in water absorption, sorptivity and chloride permeability where all measured durability properties are lower in green star concretes compared to control concrete except the higher water absorption in some green star concretes.
APA, Harvard, Vancouver, ISO, and other styles
3

Dr.T.Ch.Madhavi, Dr T. Ch Madhavi, Pavithra P. Pavithra.P, Sushmita Baban Singh Sushmita Baban Singh, S. B. Vamsi Raj S.B.Vamsi Raj, and Surajit Paul. "Effect of Multiwalled Carbon Nanotubes On Mechanical Properties of Concrete." International Journal of Scientific Research 2, no. 6 (June 1, 2012): 166–68. http://dx.doi.org/10.15373/22778179/june2013/53.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Balasubramanian, M., Senthil Selvan.S, and Vinod Panwar.D. "Augmentation of Mechanical Properties of Sisal Fiber Concrete." International Journal of Engineering & Technology 7, no. 2.12 (April 3, 2018): 430. http://dx.doi.org/10.14419/ijet.v7i2.12.11511.

Full text
Abstract:
The properties of sisal fiber concrete were examined in this investigation. To find out the mechanical properties such as compressive strength, flexural strength, tensile strength was carried out for the control concretes. The similar mix proportion which was utilized to cast control concrete was used to cast sisal fiber concrete were considered and evaluated with the theoretical values as recommended by IS 456 and BS 8110 standards. For comparison, both conventional and SF concrete have been considered to study. The mix design for M20, M30 and M40 grade of concrete was finished with four distinct proportions of control concrete in trail and error method as per IS10262 – 2009. Four distinctive aspect ratios, four distinctive dosages of fiber were added to the concrete mix to find out the optimum quantity of fiber and aspect ratio. Mix batches of concrete containing 0.5%, 1%, 1.5%, 2% dosage of fiber in the aspect ratio of 100, 200, 300 and 400 were cast. This study proves that the mechanical and bond properties of both SF concrete and conventional concrete as well.
APA, Harvard, Vancouver, ISO, and other styles
5

Grinys, Audrius, Danutė Vaičiukynienė, Algirdas Augonis, Henrikas Sivilevičius, and Rėda Bistrickait. "EFFECT OF MILLED ELECTRICAL CABLE WASTE ON MECHANICAL PROPERTIES OF CONCRETE." Journal of Civil Engineering and Management 21, no. 3 (February 26, 2015): 300–307. http://dx.doi.org/10.3846/13923730.2015.1005019.

Full text
Abstract:
The article focuses on investigation of mechanical and fracture properties of concrete containing electrical cable waste as well as some microstructural features of such concrete. Added to concrete, electrical cable waste reduces the overall concrete bulk density. Compressive, flexural, tensile splitting strengths and elastic modulus decreased when electrical cable waste was admixed to conventional and polymer modified concretes. The best mechanical properties of concrete samples containing electrical cable waste were identified in polymer modified concrete containing 5% of electrical cable waste. Electrical cable waste particles increase the deformability of polymer modified concretes and have almost no influence on normal concrete. Consequently, the optimal amount of electrical cable waste particles can provide concrete with desirable strength that is required for different applications.
APA, Harvard, Vancouver, ISO, and other styles
6

Yang, Shu Qing, Ting Peng, Wai Ching Tang, and Hong Zhi Cui. "Study of Surface Modification of Recycled Aggregate and Mechanical Properties of the Resulting Concrete." Advanced Materials Research 712-715 (June 2013): 961–65. http://dx.doi.org/10.4028/www.scientific.net/amr.712-715.961.

Full text
Abstract:
In this paper, a method of aggregate surface modification using cement paste with RLP (Redispersable Latex Powder) was proposed aiming to improve properties of recycled aggregates and the resulting concrete. In this study, the cement pastes with different dosages of RLP on RA surface modification were used and the effects on the mechanical properties of the resulting concretes were studied. The experiments were carried in accordance with specifications and test methods in Building pebble and gravel (GB/T 14685-2001) and Ordinary concrete mechanics performance test method standard (GB/T 50081-2002). The test results showed that the properties of recycled aggregates were not as good as those of natural aggregates, thus resulting in poorer mechanical properties of the recycled aggregate concrete. By means of aggregate surface modification, the values of water absorption of the recycled aggregate were reduced and consequently the mechanical properties (i.e. compressive strength and elastic modulus) of the resulting recycled concrete were increased. This research provides some useful practical insights to improving mechanical properties of recycled aggregate concrete.
APA, Harvard, Vancouver, ISO, and other styles
7

Seitl, Stanislav, Petr Miarka, Iva Rozsypalová, Katka Pokorná, Zbyněk Keršner, Jacek Katzer, and Paweł K. Zarzycki. "Mechanical fracture properties of concrete with lunar aggregate simulant." MATEC Web of Conferences 323 (2020): 01014. http://dx.doi.org/10.1051/matecconf/202032301014.

Full text
Abstract:
From the volumetric point of view, aggregate is the most important ingredient in any kind of concrete. It is impossible to use raw soil instead of aggregate to produce concrete. There are numerous reasons for not using soil for concrete production on Earth, and we should not use lunar soil for concrete production on the Moon for the same reasons. Nevertheless, almost all developed lunar concrete-like composites, such as sulphur or polymeric concretes, are based on raw lunar soil. In the research programme, cement composite based on lunar aggregate simulant was tested. The mechanical fracture properties of the composite were the key point of interest. It was proven that the tested lunar concrete is characterized by stable and uniform properties. The obtained results were compared with the properties of other ordinary cement composites.
APA, Harvard, Vancouver, ISO, and other styles
8

Nykypanchuk, Mykhailo, Yurii Hrynchuk, and Mykola Olchovyk. "Effect of Modified Bitumen on Physico-Mechanical Properties of Asphalt Concrete." Chemistry & Chemical Technology 7, no. 4 (December 15, 2013): 467–70. http://dx.doi.org/10.23939/chcht07.04.467.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Chopda, Siddhant M., and Bhavesh M. Chhattani. "Mechanical Properties of Pervious Concrete." International Journal of Technology 5, no. 2 (2015): 113. http://dx.doi.org/10.5958/2231-3915.2015.00006.1.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Olivia, Monita, Annisa Arifandita Mifshella, and Lita Darmayanti. "Mechanical Properties of Seashell Concrete." Procedia Engineering 125 (2015): 760–64. http://dx.doi.org/10.1016/j.proeng.2015.11.127.

Full text
APA, Harvard, Vancouver, ISO, and other styles
More sources

Dissertations / Theses on the topic "Mechanical properties of concrete"

1

Zhao, Jianwei. "Mechanical properties of concrete at early ages." Thesis, University of Ottawa (Canada), 1990. http://hdl.handle.net/10393/6049.

Full text
Abstract:
Modern construction techniques enable reinforced concrete structures to be constructed in a very short time. The loads occurring due to the construction process on the partially completed structure can be larger than the design service load. The available strength of the immature partially completed structure is dependent upon the available concrete strength which may be less than the specified strength. Failure would occur if the available strength is less than that required to support the construction loads. The construction loads can also cause significant immediate deflection due to concrete cracking and its low early age modulus of elasticity. Because of the high applied stress/developed strength ratio and shrinkage, the time dependent deflection may be unacceptably large. This thesis examines the early age behaviors of concrete tensile strength, modulus of elasticity, concrete shrinkage and creep, and develops prediction equations which are demonstrated to be more appropriate than the current code equations.
APA, Harvard, Vancouver, ISO, and other styles
2

Downie, Brian. "Effect of moisture and temperature on the mechanical properties of concrete." Morgantown, W. Va. : [West Virginia University Libraries], 2005. https://eidr.wvu.edu/etd/documentdata.eTD?documentid=4240.

Full text
Abstract:
Thesis (Ph. D.)--West Virginia University, 2005.
Title from document title page. Document formatted into pages; contains viii, 112 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 93-95).
APA, Harvard, Vancouver, ISO, and other styles
3

Yurtseven, Alp Eren. "Determination Of Mechanical Properties Of Hybrid Fiber Reinforced Concrete." Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/12605268/index.pdf.

Full text
Abstract:
ABSTRACT DETERMINATION OF MECHANICAL PROPERTIES OF HYBRID FIBER REINFORCED CONCRETE Yurtseven, Alp Eren M.Sc. Department of Civil Engineering Supervisor: Prof. Dr. Mustafa Tokyay Co-Supervisor: Asst. Prof. Dr. . Ö
zgü
r Yaman August 2004, 82 pages Fiber reinforcement is commonly used to provide toughness and ductility to brittle cementitious matrices. Reinforcement of concrete with a single type of fiber may improve the desired properties to a limited level. A composite is termed as hybrid, if two or more types of fibers are rationally combined to produce a composite that derives benefits from each of the individual fibers and exhibits a synergetic response. This study aims to characterize and quantify the mechanical properties of hybrid fiber reinforced concrete. For this purpose nine mixes, one plain control mix and eight fiber reinforced mixes were prepared. Six of the mixes were reinforced in a hybrid form. Four different types of fibers were used in combination, two of which were macro steel fibers, and the other two were micro fibers. Volume percentage of fiber inclusion was kept constant at 1.5%. In hybrid reinforced mixes volume percentage of macro fibers was 1.0% whereas the remaining fiber inclusion was v composed of micro fibers. Slump test was carried out for each mix in the fresh state. 28-day compressive strength, flexural tensile strength, flexural toughness, and impact resistance tests were performed in the hardened state. Various numerical analyses were carried out to quantify the determined mechanical properties and to describe the effects of fiber inclusion on these mechanical properties. Keywords: Fiber Reinforcement, Hybrid Composite, Toughness, Impact Resistance
APA, Harvard, Vancouver, ISO, and other styles
4

Hartell, Julie Ann. "Sodium sulphate attack on concrete: effect on mechanical properties." Thesis, McGill University, 2008. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=19233.

Full text
Abstract:
Traditionally, the extent of sulphate attack is qualified through visual rating as suggested by the Portland Cement Association, or quantified by the percent expansion of slender bars submerged in sulphate solution, the ASTM C 1012 standard. There are no standard methods that take into account the change in engineering properties due to sulphate attack's deleterious mechanisms. Moreover, the exposure regime used to evaluate sulphate attack, complete immersion, is not necessarily representative of that encountered in the field. For these reasons, the objective of this thesis is to quantify the degree of sodium sulphate attack through the degradation of mechanical properties, specifically the compressive and splitting tensile load capacities of standard cylindrical specimens. The research work presented herein also utilizes a novel exposure regime wherein the specimens are only partially submerged in 5% sodium sulphate solution, creating an evaporation front similar to that of field exposure.
Traditionnellement, la méthode par inspection visuelle est suggérée pour qualifier le degré d'une attaque sulfatique du béton. Pour sa part, la norme ASTM C 1012 est régulièrement utilisée dans le cas où le pourcentage d'allongement d'un prisme en mortier submergé dans une solution de sulfate de sodium quantifie la résistance du ciment composant le mortier par rapport aux mécanismes d'expansion. Toutefois, le changement des propriétés d'ingénierie du béton, causé par les effets néfastes de l'attaque sulfatique, n'est pas pris en considération dans les normes existantes. Ainsi, le régime d'exposition aux sulfates de la norme ASTM C 1012, soit l'immersion complète, ne représente pas nécessairement ceux des ouvrages en béton. Pour ces raisons, l'objectif de cette thèse est de quantifier le niveau d'une attaque sulfatique à travers la dégradation des propriétés mécaniques du béton, soient les capacités en compression et tension d'un cylindre standard en béton. De plus, les travaux de recherche incluent un nouveau régime d'exposition afin de recréer un front d'évaporation similaire à celui d'un ouvrage en béton semi-saturé. Comparativement, les spécimens en béton sont submergés jusqu'à leur mi-hauteur dans une solution de sulfate de sodium.
APA, Harvard, Vancouver, ISO, and other styles
5

Zanganeh, Mehdi. "Mechanical properties of fiber reinforced concrete with ACM applications." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape11/PQDD_0013/MQ52021.pdf.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Mohammed, Hafeez. "Mechanical Properties Of Ultra High Strength Fiber Reinforced Concrete." University of Akron / OhioLINK, 2015. http://rave.ohiolink.edu/etdc/view?acc_num=akron1431021338.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Chapagain, Indra Prasad. "Mechanical properties of self-consolidating concrete with pozzolanic materials." FIU Digital Commons, 2008. http://digitalcommons.fiu.edu/etd/2111.

Full text
Abstract:
Self-consolidating concrete has been described as the most revolutionary development in concrete technology in several decades with the ability to flow freely through closely spaced reinforcements, expel entrapped air and self compact without vibration. Since it was first developed in Japan in the early 1980's, major development in the chemical admixture technology has made SCC more viable. An experimental study was conducted to identify the mechanical properties of SCC by optimizing the use of pozzolanic materials and local aggregates with some proposed statistical models. The research was focused to investigate compressive strength, splitting tensile strength, modulus of elasticity and drying shrinkage behavior of concrete. The results were established experimentally and compared with the available SCC research data based on extensive literature study. Besides the improved mechanical performance, results indicate that the use of pozzolanic materials and local aggregate in SCC is recommended in terms of its cost benefit value.
APA, Harvard, Vancouver, ISO, and other styles
8

Brockmann, Tanja. "Mechanical and fracture mechanical properties of fine grained concrete for textile reinforced composites." Aachen : Mainz, 2005. http://deposit.d-nb.de/cgi-bin/dokserv?idn=97972127X.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Eskander, Ashraf. "EFFECTS OF FIBER AND LITHIUM ON MECHANICAL PROPERTIES OF CONCRETE MADE FROMRECYCLED CONCRETE AGGREGATE." Master's thesis, University of Central Florida, 2006. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/2954.

Full text
Abstract:
The growing demand of construction aggregates has raised concern about the availability of natural aggregates. Over two billion tons of natural aggregate are produced each year in the United States and that number is expected to increase to 2.5 billion tons by 2020. This has raised concern about the availability of natural aggregate. Discarding demolished concrete into landfills is a costly solution from an economical and environmental point of view. Many U.S. highway agencies are re-using Recycled Concrete Aggregates (RCA) as construction material. The use of fiber reinforcement in Portland Cement Concrete (PCC) has recently become a popular option in concrete construction because of its influence on preventing segregation, reducing early shrinkage cracks and increasing residual load capacity. Alkali-Silica Reaction (ASR) is a major problem in concrete, especially when using RCA, causing concrete expansion and cracks. Recently lithium has been found to reduce expansion due to ASR. This thesis will investigate the effect, of fibers soaked in lithium nitrate on the mechanical properties of RCA.
M.S.C.E.
Department of Civil and Environmental Engineering
Engineering and Computer Science
Civil Engineering
APA, Harvard, Vancouver, ISO, and other styles
10

Boukendakdji, Mustapha. "Mechanical properties and long-term deformation of slag cement concrete." Thesis, University of Leeds, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.236998.

Full text
APA, Harvard, Vancouver, ISO, and other styles
More sources

Books on the topic "Mechanical properties of concrete"

1

Khayat, Kamal H., and Geert De Schutter, eds. Mechanical Properties of Self-Compacting Concrete. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-03245-0.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Häkkinen, Tarja. Influence of cementing materials on the permeability of concrete. Espoo, Finland: Technical Research Centre of Finland, 1991.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
3

Neville, A. M. Properties of concrete. 4th ed. Harlow: Longman Scientific & Technical, 1995.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
4

Neville, A. M. Properties of concrete. 2nd ed. Harlow: Longman, 1995.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
5

Properties of concrete. 3rd ed. Harlow: Longman Scientific & Technical, 1993.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
6

Properties of concrete. 4th ed. Harlow: Longman, 1995.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
7

Balavadze, V. K. Novoe o prochnosti i deformativnosti betona i zhelezobetona. Tbilisi: "Met͡s︡niereba", 1986.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
8

Zanganeh, Mehdi. Mechanical properties of fiber-reinforced concrete with ACM applications. Ottawa: National Library of Canada, 1997.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
9

Lige̦za, Wiesław. Redystrybucja sił wewnętrznych we wzmacnianych betonowych elementach tarczowych. Kraków: Politechnika Krakowska im. Tadeusza Koʹsciuszki, 2000.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
10

Zalesov, Aleksandr Sergeevich. Prochnostʹ zhelezobetonnykh konstrukt͡s︡iĭ pri deĭstvii poperechnykh sil. Kiev: "Budivėlʹnyk", 1989.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
More sources

Book chapters on the topic "Mechanical properties of concrete"

1

Benboudjema, Farid, Jérôme Carette, Brice Delsaute, Tulio Honorio de Faria, Agnieszka Knoppik, Laurie Lacarrière, Anne Neiry de Mendonça Lopes, Pierre Rossi, and Stéphanie Staquet. "Mechanical Properties." In Thermal Cracking of Massive Concrete Structures, 69–114. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-76617-1_4.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Desnerck, Pieter, Veerle Boel, Bart Craeye, and Petra Van Itterbeeck. "Mechanical Properties." In Mechanical Properties of Self-Compacting Concrete, 15–71. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-03245-0_2.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Pimienta, Pierre, Jean-Christophe Mindeguia, Gérard Debicki, Ulrich Diederichs, Izabela Hager, Sven Huismann, Ulla-Maija Jumppanen, Fekri Meftah, Katarzyna Mróz, and Klaus Pistol. "Mechanical Properties." In Physical Properties and Behaviour of High-Performance Concrete at High Temperature, 71–128. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-95432-5_5.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Vaghela, Ajaysinh R., and Gaurang R. Vesmawala. "Mechanical Properties of Nano Concrete." In Advances in Structural Integrity, 137–45. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-7197-3_12.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Shahidan, Shahiron, and Nurul Izzati Raihan Ramzi Hannan. "Mechanical Properties of CBA Concrete." In Acoustic And Non-Acoustic Performance Coal Bottom Ash Concrete, 47–63. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-7463-4_6.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Khayat, Kamal H., and Pieter Desnerck. "Bond Properties of Self-Compacting Concrete." In Mechanical Properties of Self-Compacting Concrete, 95–139. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-03245-0_4.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Gu, Xianglin, Xianyu Jin, and Yong Zhou. "Mechanical Properties of Concrete and Steel Reinforcement." In Basic Principles of Concrete Structures, 21–58. Berlin, Heidelberg: Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-662-48565-1_2.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Mayama, Masakazu, and Michio Mori. "Vibrating and Mechanical Properties of Ferrite Concrete." In Brittle Matrix Composites 3, 488–97. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3646-4_52.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

De Schutter, Geert, and Kamal H. Khayat. "Introduction and Glossary." In Mechanical Properties of Self-Compacting Concrete, 1–13. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-03245-0_1.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Leemann, Andreas, and Pietro Lura. "Creep and Shrinkage of SCC." In Mechanical Properties of Self-Compacting Concrete, 73–94. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-03245-0_3.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Mechanical properties of concrete"

1

Linchun Zhang. "Fundamental mechanical properties of Lytag concrete." In 2011 International Conference on Multimedia Technology (ICMT). IEEE, 2011. http://dx.doi.org/10.1109/icmt.2011.6002898.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Shkolnik, Iosif E. "Nonlinear NDE of Concrete Mechanical Properties." In INNOVATIONS IN NONLINEAR ACOUSTICS: ISNA17 - 17th International Symposium on Nonlinear Acoustics including the International Sonic Boom Forum. AIP, 2006. http://dx.doi.org/10.1063/1.2210314.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Kallel, Hatem, Hélène Carré, Christian Laborderie, Benoit Masson, and Nhu Cuong Tran. "influence of Moisture and Temperature on Mechanical Properties of the Concrete." In 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2016. http://dx.doi.org/10.21012/fc9.053.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Abas, Noor Faisal. "Mechanical Properties Of Steel Fibres Reinforced Concrete." In ICRP 2019 - 4th International Conference on Rebuilding Place. Cognitive-Crcs, 2019. http://dx.doi.org/10.15405/epms.2019.12.61.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

"Mechanical Properties of Bamboo Fibre Reinforced Concrete." In 2nd International Conference on Research in Science, Engineering and Technology. International Institute of Engineers, 2014. http://dx.doi.org/10.15242/iie.e0314522.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Dong, Shuhui, Wencui Yang, Yong Ge, Shouheng Jiang, Tuo Sun, and Jiaping Deng. "Mechanical Properties of Concrete Containing Ceramsite Sand." In Fifth International Conference on Transportation Engineering. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479384.158.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Ulfberg, Adrian, Andreas Seger, Dipen Bista, Marie Westberg Wilde, Fredrik Johansson, Oisik Das, and Gabriel Sas. "Influence of Concrete's Mechanical Properties on the Cracking of Concrete Dams." In Proceedings of the 31st European Safety and Reliability Conference. Singapore: Research Publishing Services, 2021. http://dx.doi.org/10.3850/978-981-18-2016-8_549-cd.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Gao, Yuan, Chunhua Lu, Siqi Yuan, and Jinmu Yang. "Effect of Non-uniform Corrosion on the mechanical properties of corroded steal bars." In 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2016. http://dx.doi.org/10.21012/fc9.037.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Yehia, Sherif, Sharef Farrag, Anaam Abu-Sharhk, Amani Zaher, Heba Istayteh, and Kareem Helal. "Concrete with Recycled Aggregate: Evaluation of Mechanical Properties." In Annual International Conference on Architecture and Civil Engineering. Global Science & Technology Forum (GSTF), 2015. http://dx.doi.org/10.5176/2301-394x_ace15.65.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Karolina, Rahmi, Rinaldy Simanjuntak, Syahrizal Syahrizal, and M. Handana. "The Effect of Polystyrene on Concrete Mechanical Properties." In Proceedings of the 2nd Annual Conference of Engineering and Implementation on Vocational Education (ACEIVE 2018), 3rd November 2018, North Sumatra, Indonesia. EAI, 2019. http://dx.doi.org/10.4108/eai.3-11-2018.2285654.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Reports on the topic "Mechanical properties of concrete"

1

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

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

LaHucik, Jeffrey, and Jeffery Roesler. Material Constituents and Proportioning for Roller-Compacted Concrete Mechanical Properties. Illinois Center for Transportation, August 2018. http://dx.doi.org/10.36501/0197-9191/18-016.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Lawson, J. Randall, Long T. Phan, and Frank Davis. Mechanical properties of high performance concrete after exposure to elevated temperatures. Gaithersburg, MD: National Institute of Standards and Technology, 2000. http://dx.doi.org/10.6028/nist.ir.6475.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Phan, Long T., and Richard D. Peacock. Experimental plan for testing the mechanical properties of high-strength concrete at elevated temperatures. Gaithersburg, MD: National Institute of Standards and Technology, 1999. http://dx.doi.org/10.6028/nist.ir.6210.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Ramsey, Monica, Stephanie Wood, and Robert Moser. Residual expansion capacity and degradation of mechanical properties in alkali-silica reaction (ASR) damaged concrete. Engineer Research and Development Center (U.S.), April 2019. http://dx.doi.org/10.21079/11681/32485.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Malhotra, V. M. Mechanical properties and freezing and thawing durability of concrete incorporating a ground granulated blast-furnace slag. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1988. http://dx.doi.org/10.4095/307077.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Ragalwar, Ketan, William Heard, Brett Williams, Dhanendra Kumar, and Ravi Ranade. On enhancing the mechanical behavior of ultra-high performance concrete through multi-scale fiber reinforcement. Engineer Research and Development Center (U.S.), September 2021. http://dx.doi.org/10.21079/11681/41940.

Full text
Abstract:
Steel fibers are typically used in ultra-high performance concretes (UHPC) to impart flexural ductility and increase fracture toughness. However, the mechanical properties of the steel fibers are underutilized in UHPC, as evidenced by the fact that most of the steel fibers pull out of a UHPC matrix largely undamaged during tensile or flexural tests. This research aims to improve the bond between steel fibers and a UHPC matrix by using steel wool. The underlying mechanism for fiber-matrix bond improvement is the reinforcement of the matrix tunnel, surrounding the steel fibers, by steel wool. Single fiber pullout tests were performed to quantify the effect of steel wool content in UHPC on the fiber-matrix bond. Microscopic observations of pulled-out fibers were used to investigate the fiber-matrix interface. Compared to the control UHPC mixture with no steel wool, significant improvement in the flexural behavior was observed in the UHPC mixtures with steel wool. Thus, the addition of steel wool in steel fiber-reinforced UHPC provides multi-scale reinforcement that leads to significant improvement in fiber-matrix bond and mechanical properties of UHPC.
APA, Harvard, Vancouver, ISO, and other styles
8

Sadek, Fahim, Travis Thonstad, Sorin Marcu, Jonathan M. Weigand, Timothy J. Barrett, Hai S. Lew, Long T. Phan, and Adam L. Pintar. Structural Performance of Nuclear Power Plant Concrete Structures Affected by Alkali-Silica Reaction (ASR) Task 1: Assessing In-Situ Mechanical Properties of ASR-Affected Concrete. National Institute of Standards and Technology, February 2021. http://dx.doi.org/10.6028/nist.tn.2121.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Patel, Reena. Complex network analysis for early detection of failure mechanisms in resilient bio-structures. Engineer Research and Development Center (U.S.), June 2021. http://dx.doi.org/10.21079/11681/41042.

Full text
Abstract:
Bio-structures owe their remarkable mechanical properties to their hierarchical geometrical arrangement as well as heterogeneous material properties. This dissertation presents an integrated, interdisciplinary approach that employs computational mechanics combined with flow network analysis to gain fundamental insights into the failure mechanisms of high performance, light-weight, structured composites by examining the stress flow patterns formed in the nascent stages of loading for the rostrum of the paddlefish. The data required for the flow network analysis was generated from the finite element analysis of the rostrum. The flow network was weighted based on the parameter of interest, which is stress in the current study. The changing kinematics of the structural system was provided as input to the algorithm that computes the minimum-cut of the flow network. The proposed approach was verified using two classical problems three- and four-point bending of a simply-supported concrete beam. The current study also addresses the methodology used to prepare data in an appropriate format for a seamless transition from finite element binary database files to the abstract mathematical domain needed for the network flow analysis. A robust, platform-independent procedure was developed that efficiently handles the large datasets produced by the finite element simulations. Results from computational mechanics using Abaqus and complex network analysis are presented.
APA, Harvard, Vancouver, ISO, and other styles
10

Scott, Dylan, Steven Graham, Bradford Songer, Brian Green, Michael Grotke, and Tony Brogdon. Laboratory characterization of Cor-Tuf Baseline and UHPC-S. Engineer Research and Development Center (U.S.), March 2021. http://dx.doi.org/10.21079/11681/40121.

Full text
Abstract:
This experimental effort is part of a larger program entitled Development of Ultra-High-Performance Concrete Tools and Design Guidelines. This program operates in accordance with an agreement concerning combating terrorism research and development between the United States of America Department of Defense and the Republic of Singapore Ministry of Defence. The objective of the program is to develop a better understanding of the potential benefits that may be achieved from the application of ultra-high-performance concrete (UHPC) materials for protective structures. The specific effort detailed in this report will provide insight into laboratory-scale mechanical properties of Cor-Tuf and a proprietary material termed UHPC-Singapore (UHPC-S).
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the extended bibliographies on the topic 'Mechanical properties of concrete' for particular source types:
Journal articles Dissertations / Theses Books
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!

To the bibliography