Properties of Concrete Made With Different Sizes of Brick Aggregate

Show simple item record

dc.contributor.author Kamal, Md. Rubayet Ibna
dc.contributor.author Yashin, S. M.
dc.contributor.author Zihan, Zia Uddin Ahmed
dc.date.accessioned 2021-01-04T06:03:59Z
dc.date.available 2021-01-04T06:03:59Z
dc.date.issued 2015-11-15
dc.identifier.citation A study of factors affecting the flexural tensile strength of concrete Mohd. Ahmed , Javed Mallick, Mohd. Abul Hasan, Civil Engineering Department, Faculty of Engineering, King Khalid University, Abha, Saudi Arabia Received 6 February 2014; accepted 8 April 2014 A. Samarin, P. Meynink, Use of combined ultrasonic and rebound hammer method for determining strength of concrete structural member, Concr. Int. (March) (1981), 25–29. Abdullahi M., Al-Mattarneh H.M.A. and Mohammed B.S., Equations for Mix Design of Structural Lightweight Concrete, European Journal of Scientific Research, 31(1), 132-141 (2009) ACI 318-14, “Building Code Requirements for Structural Concrete”, American Concrete Institute, 2014 Ahmed M., Mallick J., Hasan M.A., “A study of factors affecting the flexural tensile strength of concrete “ Journal of king Saud University Enginnering Sciences , 2014 Ajamu, S.O. & Ige, J.A. (2015), “Effect of Coarse Aggregate Size on the Compressive Strength and the Flexural Strength of Concrete Beam”, International Journal of Engineering Research and Applications, Vol. 5, Issue 1(part 4), January 2015, pp. 67-75. Alawode O., Dip P.G., Idowu O.I.,M.Sc.,” Effects of Water-Cement Ratios on the Compressive Strength and Workability of Concrete and Lateritic Concrete Mixes” Pacific Journal of Science and Technology. 12(2):99-105 73 Aliabdo A.A.E.,Elmoaty A.E.M.A.,"Reliability of using nondestructive tests to estimate compressive strength of building stones and bricks" Alexandria Engineering Journal (2012) 51, 193-203 American Concrete Institute (ACI) 318-11, Building Code Requirements for Structural Concrete (ACI 318-11 and Commentary), ACI, Farmington Hills, MI. Aydin F. and Saribiyik M.,"Correlation between Schmidt Hammer and destructive compressions testing for concretes in existing buildings" Scientific Research and Essays Vol. 5(13), pp. 1644-1648, 4 July, 2010. Bungey J.H., Millard S.G. (1996) Testing of concrete in structures, Blackie Acd. , 3rd edition, 286 p Cannady, K.M (2009), “Effect of Larger Sized Coarse Aggregates and Microsilica on Environmental Properties of Portland Cement Concrete Pavements and Structures”. Cetin, A., Carrasquillo, R. L. (1998), "High-performance Concrete: Influence of Coarse Aggregates on Mechanical Properties", ACI Materials Journal, Vol. 95, No. 3, pp. 252–259 Ezeldin, A.S. and Aitcin, P.C (1991) “Effect of Coarse Aggregate on the Behavior of Normal and High-Strength Concretes,” Cement, Concrete, and Aggregates, CCAGDP, V. 13, No. 2, pp. 121-124. G.F. Kheder, A two stage procedure for assessment of in situ concrete strength using combined non-destructive testing, Mater. Struct. 32 (6) (1999) 410–417. Hanson, J. A., (1961), “Tensile Strength and Diagonal Tension Resistance of Structural Lightweight Concrete,” ACI Journal Proceedings, V. 58, No. 1, July, pp. 1-40 74 I. Lawson, K.A. Danso, H.C. Odoi, C.A. Adjei, F.K. Quashie, I.I. Mumuni and I.S. Ibrahim.,“ Non-Destructive Evaluation of Concrete using Ultrasonic Pulse Velocity”, 2011. Ivey, D. L., and Buth, E., (1967), “Shear Capacity of Lightweight Concrete Beams,” ACI Journal Proceedings, V. 64, No. 10, Oct., pp. 634-643. Juvas K.,Kappi A.,Salo K.,Nordenswan E.,"The Effects of Cement Variations on Concrete Workability " Kesegić, I., Netinger, I., Bjegović, D. (2008), "Recycled Clay Brick as an Aggregate for Concrete: Overview", Technical Gazette, V. 15, No. 3, pp. 35–40. Liu J.,Sue M.,Kou C.,"Estimating the Strength of Concrete Using Surface Rebound Value and Design Parameters of Concrete Material" Tamkang Journal of Science and Engineering, Vol. 12, No. 1, pp. 17 (2009) Lovely K M,Chacko A.,"A Study On Strength Characteristics Of Ordinary Portland Cement Due To Storage”. International Journal of Innovative Research in Science, Engineering and Technology Vol. 2, Issue 3, March 2013. Malhotra and carino 2004 Handbook on Nondestructive Testing of Concrete V. M. Malhotra, Nicholas J. Carino CRC Press, 2004 - 392 pages Marar K. and Eren O.,"Effect of cement content and water/cement ratio on fresh concrete properties without admixtures" International Journal of the Physical Sciences Vol. 6(24), pp. 5752-5765, 16 October, 2011. Mindess, Sidney. and Young, J. F., “Concrete PreticeHall,” Inc, Englewood Cliffs N. J., p. 441 (1981). Mitchell, L.J. and Hoagland, G.G., Investigation of the Impact Tube Concrete Test Hammer, Bull. No. 305, Highway Research Board, 1961, 14 75 Nallathambi, p. , Karihaloo, B. L. , and Heaton, B. S. (1984) “Effect of Specimen and Crack sizes, Water/Cement Ratio and Coarse Aggregate Texture upon Fracture Toughness of Co ncrete,” Magazine of concrete Research, V.36, No.129,pp. 227-236 Neville, A. M. (1997), "Aggregate Bond and Modulus of Elasticity of Concrete", ACI Materials Journal, Vol. 94, N. 1, pp.71–74. Neville, A. M., Properties of Concrete, ELBS, Singapore, 1963. Nova York: John Wiley and Sons, “Strength and Related Properties of Concrete - A Quantitative Approach”, 1998. Oliveira L.A.P., Castro Gomes J.P. and Pereira C.N.G., Study of sorptivity of self-compacting concrete with mineral additives, Journal of Civil Engineering and Management, 12(3), 215-220 (2006) Priyadarshana T.,Dissanayake R.,"Importance of Consistent Cement Quality for a Sustainable Construction",". International Journal of Materials, Mechanics and Manufacturing, Vol. 1, No. 4, November 2013. Rahmani K.,Shamsai A.,Saghaflam B. and Peroti S.,"Effect of Water and Cement Ratio on Compressive Strength and Abrasion of Microsilica Concrete" Middle-East Journal of Scientific Research 12 (8): 1056-1061, 2012. Strange, P.C and Bryant, A.H (1979) “The Role of Aggregate in the Fracture of Concrete,” Journal of Materials Science, V.14, No.8, pp. 1863-1868 Su J.K.,Cho S.W.,Yang C.C.,Huang R.,"Effect Of Sand Ratio on the Elastic Modulus of Self-Compacting Concrete" Journal of Marine Science and Technology, Vol. 10, No. 1, pp. 8-13 (2002) Tumidajski P.J. and Gong B., Effect of coarse aggregate size on strength and workability of concrete, Canadian Journal of Civil Engineering, 76-78 (2006) 76 Vu, X.H., Daudeville, L. & Malecot, Y. (2011), “Effect of coarse aggregate size and cement paste volume on concrete behavior under high tri-axial compression loading”, Journal of Construction and Building Materials, V. 25, Elsevier, pp. 3941-3949. Walker, S. and Bloem, D.L (1960) “Effects of Aggregate size on properties of concrete,” ACI Journal Proceedings, V. 57, No. 3, September, pp.283-298. Waziri B.S., Mohammed A., Bukar A.G.,” Effect Of Water-Cement Ratio on the Strengh Properties of Quarry-Sand Concrete (Qsc)” Continental J. Engineering Sciences 6(2) : 16-21,2011 Yang C.,Yang Y.,Huang R.,"The effect of aggregate volume ratio on the elastic modulus and compressive strength of lightweight concrete" Journal of Marine Science and Technology. Vol.5, No. 1, PP. 31-38 (1997) Yang, K. H., Hwang, H.Z., Kee, S. (2010), "Effects of Water-Binder Ratio and Fine Aggregate – Total Aggregate Ratio on the Properties of Hwangtoh-based Alkali-Activated Concrete", Journal of Materials in Civil Engineering, ASCE Library, Vol. 22, pp. 887 – 896. Yaqub, M. & Bukhari, I. (2006), “Effect of size of coarse aggregate on compressive strength of high strength concrete”, 31st Conference on Our World in Concrete & Structures, Singapore. Yıldırım, H., Tasdemir M. A., Oktar O. N. (1995), "Effect of Aggregate Concentration on the Strength and Tensile Strain Capacity of Concrete", Proceedings 11th European ready mixed concrete congress, pp. 471–480. Yüksel I (1995) Determination of concrete strength using combined non-destructive tests and application on a reinforced concrete structure. MSc. Thesis, Yildiz Technic University, Science of Technology Institute, Istanbul. 77 Zhou, F.P, Barr, B.I.G., and Lydon, F.D. (1995) “Fracture Properties of High Strength Concrete with Varying Silica Fume Content and Aggregates,” Cement and Concrete Research, V. 25, No. 3, pp. 543-552 en_US
dc.identifier.uri http://hdl.handle.net/123456789/765
dc.description Supervised by Dr. Md. Tarek Uddin, PEng. Professor& Head Department of Civil and Environmental Engineering (CEE) Islamic University of Technology (IUT) en_US
dc.description.abstract To investigate the fresh and hardened properties of concrete, four different maximum aggregate sizes (12.5 mm, 19.0 mm, 25.0 mm and 37.5 mm) have been used. Bricks were collected and broken into pieces according to the grading requirements of ASTM C 33–03. Several tests as specific gravity, absorption capacity, unit weight, and abrasion resistance were performed for coarse aggregate. Cylindrical concrete specimens of diameter 100 mm and length 200 mm were made with different sand to total aggregate volume ratio (s/a) (0.40 and 0.45), W/C ratio (0.45, 0.50, and 0.55), and cement content (375 kg/m3 and 400 kg/m3). A total of 48 different cases were considered and a total of 384 concrete specimens were made for testing. The specimens were tested for compressive strength, stress-strain curve, and Young's modulus at the age of 7 days, and 28 days. Non-destructive tests as Schmidt hammer test, Ultrasonic Pulse Velocity (UPV) were also performed. To conduct UPV test Portable Ultrasonic Non-destructive Digital Indicating Tester (PUNDIT) were used. Results have revealed that for a higher cement content, smaller sized brick coarse aggregate (12.5 mm) gives higher compressive strength, splitting tensile strength, and Young’s modulus of concrete. But for a lower cement content, and lower W/C ratio, these properties tend to increase with an increase in maximum size of aggregate. The compressive strength of concrete increases with an increase in s/a ratio from 0.40 to 0.45. Based on the experimental results, relationships between compressive strength and Young's modulus, compressive strength and tensile strength, and stress-strain relationships are proposed for different maximum sizes of brick aggregate. en_US
dc.language.iso en en_US
dc.publisher Department of Civil and Environmental Engineering, Islamic University of Technology, Gazipur, Bangladesh en_US
dc.subject brick aggregate, maximum size of aggregate, compressive strength, sand to aggregate ratio, cement content, ultrasonic pulse velocity, Young's modulus en_US
dc.title Properties of Concrete Made With Different Sizes of Brick Aggregate en_US
dc.type Thesis en_US


Files in this item

This item appears in the following Collection(s)

Show simple item record

Search IUT Repository


Advanced Search

Browse

My Account

Statistics