Problems Associated with Determining the Tensile Strength of Concrete.
Read Online

Problems Associated with Determining the Tensile Strength of Concrete. by Canada. Dept. of Energy, Mines and Resources. Mines Branch. Mineral Processing Division.

  • 269 Want to read
  • ·
  • 37 Currently reading

Published by s.n in S.l .
Written in English

Book details:

Edition Notes


SeriesCanada. Mines Branch. Information circular -- 191
ContributionsMalhotra, V. M.
ID Numbers
Open LibraryOL21899978M

Download Problems Associated with Determining the Tensile Strength of Concrete.


The dynamic characterization of concrete is fundamental to understand the material behavior in case of heavy earthquakes and dynamic events. The implementation of material constitutive law is of capital importance for the numerical simulation of the dynamic processes as those caused by earthquakes. Splitting tensile concrete specimens were tested at strain rates of Cited by: 7. The ability of the concrete withstand in pulling force (Tensile Stress) without broke is called Tensile Strength of concrete. The tensile strength of concrete is measured by the units of Force per Cross Sectional area (N/Sqmm or Mpa). The concrete. This study presents a new and novel technique for the determination of the tensile strength of concrete specimens. A prismatic concrete specimen with a hole at its centre is placed in a new device, called seesaw, and with the use of a conventional loading machine in compression mode, a tensile stress is applied to the specimen for the determination of the indirect tensile by: 4. o Maximum concrete strain in compression is limited to o Tensile capacity of the concrete is neglected. o For ductility of members designed in bending the maximum depth of the neutral axis “c” is limited to: 5 ACI, Section 6 ACI, Section File Size: 99KB.

using concrete mix of and water/cement ratio of Concrete samples were prepared, cured for 28 days, and tested in the laboratory to destruction in order to determine their flexural and tensile strength properties. The results show.   Is it desirable to use concrete of very high strength i.e. exceeding 60MPa? What are the potential problems associated with such high strength concrete? In concrete compression test, normally mm xmm xmm concrete cube samples is used for testing. Some of them are Slump Test, Setting time of concrete, soundness of Concrete, Tensile strength, Compressive strength, Flexural strength of concrete, Moisture absorption these test methods are as follows. Slump Test. M. Shetty [18] in his book titled, ‘concrete technology explained related testing method. Concrete that has been dried shows an increase in strength, probably do to the lack of lubricating effect moisture has on the concrete particles. Higher temperatures at the time of testing will lower the apparent strength of the concrete. Tensile Strength. There is as yet no standard test for directly determining tensile strength.

the direct tensile strength between the mortar bed and a unit. When determined experimentally, the two properties have different values(I.2,3), a1though they are related(I.2,3). In this paper the tensile tlexural strength about an axis perpendicular to the bed joints wiU not be Size: 3MB. Table on between compressive strength and tensile strengths of concrete Compressive strength of cylinders.(MPa) Strength ratio Modulus of rupture to compressive strength Direct tensile strength to compressive strength File Size: KB. concrete [1]. The data of tensile properties are necessary to enable prediction of the cracking behaviour of restrained shrinkage in concrete. Tensile strength may be used as a key parameter to determine the limit of stress at which concrete is considered to crack. Tensile strength is affected by the method of test application [2]. This test method is used to determine the flexural strength of specimens prepared and cured in accordance with Test Methods C42/C42M or Practices C31/C31M or C/s are calculated and reported as the modulus of rupture. For the same specimen size, the strength determined will vary if there are differences in specimen preparation, curing procedure, .