Academic literature on the topic 'Mechanical properties of concrete'

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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.

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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 grad
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2

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

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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
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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 (2012): 166–68. http://dx.doi.org/10.15373/22778179/june2013/53.

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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 (2018): 430. http://dx.doi.org/10.14419/ijet.v7i2.12.11511.

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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 dist
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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 (2015): 300–307. http://dx.doi.org/10.3846/13923730.2015.1005019.

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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 wa
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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.

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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 50081-2
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Seitl, Stanislav, Petr Miarka, Iva Rozsypalová, et al. "Mechanical fracture properties of concrete with lunar aggregate simulant." MATEC Web of Conferences 323 (2020): 01014. http://dx.doi.org/10.1051/matecconf/202032301014.

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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 p
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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 (2013): 467–70. http://dx.doi.org/10.23939/chcht07.04.467.

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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.

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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.

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