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CLC number: TU5

On-line Access: 2010-08-02

Received: 2009-10-15

Revision Accepted: 2010-01-14

Crosschecked: 2010-07-19

Cited: 6

Clicked: 6130

Citations:  Bibtex RefMan EndNote GB/T7714

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Journal of Zhejiang University SCIENCE A 2010 Vol.11 No.8 P.545-554


Experimental study of lightweight aggregate concrete under multiaxial stresses

Author(s):  Han-yong Liu, Yu-pu Song

Affiliation(s):  Structural Engineering Institute, School of Civil Engineering, Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, China

Corresponding email(s):   structliu@yahoo.com.cn, syupu@dlut.edu.cn

Key Words:  Lightweight aggregate concrete, Normal concrete, Biaxial loads, Triaxial loads, Compressive strength, Tensile strength, Stress-strain relationships, Plastic flow plateau, Lode angle

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Han-yong Liu, Yu-pu Song. Experimental study of lightweight aggregate concrete under multiaxial stresses[J]. Journal of Zhejiang University Science A, 2010, 11(8): 545-554.

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T1 - Experimental study of lightweight aggregate concrete under multiaxial stresses
A1 - Han-yong Liu
A1 - Yu-pu Song
J0 - Journal of Zhejiang University Science A
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PB - Zhejiang University Press & Springer
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DOI - 10.1631/jzus.A0900619

lightweight aggregate concrete cube specimens (100 mm×100 mm×100 mm) and plate specimens (100 mm×100 mm×50 mm) were tested under biaxial compression-compression (CC) and compression-tension (CT) load combinations. For comparison, normal concrete plate specimens (100 mm×100 mm×50 mm) were tested under the same load combinations. Based on the test results, a two-level strength criterion of lightweight aggregate concrete in both octahedral stress coordinate and principal stress coordinate was suggested. The lightweight aggregate concrete cube specimens (100 mm×100 mm×100 mm) were then tested under triaxial compression-compression-compression (CCC) load combination with corresponding tests on normal concrete cube specimens (100 mm×100 mm×100 mm). The effect of intermediate principal stress on triaxial compressive strength is further examined. A “plastic flow plateau” area was apparent in principal compressive stress-strain relationships of lightweight aggregate concrete but not in normal concrete. A quadratic formula was suggested for the expression of strength criterion under triaxial compression.

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[1]Atan, Y., Slate, F.O., 1973. Structural lightweight concrete under biaxial compression. ACI Journal, Proceedings, 70(3):182-186.

[2]Haug, A.K., Fjeld, S., 1996. A floating concrete platform hull made of lightweight aggregate concrete. Engineering Structures, 18(11):831-836.

[3]He, Z.J., Song, Y.P., 2008. Failure mode and constitutive model of plain high-strength high-performance concrete under biaxial compression after exposure to high temperatures. Acta Mechanica Solida Sinica, 21(2):149-159. [doi:10.1007/s10338-008-0818-1]

[4]Hussein, A., Marzouk, H., 2000. Behavior of high-strength concrete under biaxial stresses. ACI Materials Journal, 97(1):27-36.

[5]Imran, I., Pantazopoulou, S.J., 1996. Experimental study of plain concrete under triaxial stress. ACI Materials Journal, 93(6):589-601.

[6]Jo, B.W., Park, S.K., Park, J.B., 2007. Properties of concrete made with alkali-activated fly ash lightweight aggregate (AFLA). Cement & Concrete Composites, 29(2):128-135.

[7]Li, Q.B., Ansari, F., 2000. High-strength concrete in triaxial compression by different sizes of specimens. ACI Materials Journal, 97(6):684-689.

[8]Li, Q.B., Zhang, L.X., Ansari, F., 2002. Damage constitutive for high strength concrete in triaxial cyclic compression. International Journal of Solids and Structures, 39(15):4013-4025.

[9]Lim, D.H., Nawy, E.G., 2005. Behaviour of plain and steel-fibre-reinforced high-strength concrete under uniaxial and biaxial compression. Magazine of Concrete Research, 57(10):603-610.

[10]Liu, H.Y., Wang, L.C., Song, Y.P., Wang, H.T., 2007. Experimental study on mechanical properties of steel fiber reinforced high-strength lightweight aggregate concrete. Journal of Building Structures, 28(5):110-117 (in Chinese).

[11]Melby, K., Jordet, E.A., Hansvold, C., 1996. Long-span bridges in Norway constructed in high-strength LWA concrete. Engineering Structures, 18(11):845-849.

[12]Mouli, M., Khelafi, H., 2007. Strength of short composite rectangular hollow section columns filled with lightweight aggregate concrete. Engineering Structures, 29(8):1791-1797.

[13]Nielsen, C.V., 1998. Triaxial behavior of high-strength concrete and mortar. ACI Materials Journal, 95(2):144-151.

[14]Taylor, M.A., Jain, A.K., Ramey, M.R., 1972. Path dependent biaxial compressive testing of an all-lightweight aggregate concrete. ACI Journal, Proceedings, 69(12):758-764.

[15]Wang, C.Z., Guo, Z.H., Zhang, X.Q., 1987. Experimental investigation of biaxial and triaxial compressive concrete strength. ACI Materials Journal, 84(2):92-100.

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2010-08-03 17:35:29

Reviewer: Well done and very interesting research work. Well written and good quality analysis and interpretation. The presented manuscript focuses on the experimental and theoretical study of lightweight aggregate concrete under multiaxial stresses. Some cube and plate specimens have been tested in the study and the results have been reported. In addition a quadratic equation has been proposed in the Manuscript.----Editor

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