Role of lightweight synthetic particles on the restrained shrinkage cracking behavior of mortar

Journal of Materials in Civil Engineering

Volumn 23, Issue 5, 2011, Pages 597-605

  Shin, Kyung Joon ^a   Bucher, Brooks ^b   Weiss, Jason ^c  

^a Chungnam National University   (South Korea)

^b Tourney Consulting Group   (United States)

^c PURDUE UNIVERSITY   (United States)

Author keywords

Aggregate; Cracking; Early age; Modulus; Restraint; Ring test; Shrinkage.

Indexed keywords

CRACKING; EARLY AGE; MODULUS; RESTRAINT; RING TEST;

AGGLOMERATION; ELASTIC MODULI; MORTAR; TENSILE STRENGTH;

SHRINKAGE;

AGGREGATE SIZE; CRACKING; ELASTIC MODULUS; MORTAR; SEALING; SHRINKAGE; TENSILE STRENGTH; TESTING METHOD;

EID: 79955842907     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)MT.1943-5533.0000213     Document Type: Article

References (43)

1. Altoubat S. Lange D.A. Creep, shrinkage, and cracking of early age concrete. ACI Mater. J. 2001, 98(4):3230331. AMAJEF, 0889-325X, and ".".
2. Standard test method for creep of concrete in compression. 2002, ASTM, "." C512-02, West Conshohocken, PA.
3. Standard test method for static modulus of elasticity and Poisson's ratio of concrete in compression. 2002, ASTM, "." C469-02, West Conshohocken, PA.
4. Standard test method for compressive strength of cylindrical concrete specimens. 2004, ASTM, "." C39-04, West Conshohocken, PA.
5. Standard test method for determining age at cracking and induced tensile stress characteristics of mortar and concrete under restrained shrinkage. 2004, ASTM, "." C1581-04, West Conshohocken, PA.
6. Standard test method for splitting tensile strength of cylindrical concrete specimens. 2004, ASTM, "." C496-04, West Conshohocken, PA.
7. Standard practice for making and curing concrete test specimens in the laboratory. 2006, ASTM, "." C192-06, West Conshohocken, PA.
8. Standard test method for length change of hardened hydraulic-cement mortar and concrete. 2008, ASTM, "." C157-08, West Conshohocken, PA.
9. Standard test method for time of setting of concrete mixtures by penetration resistance. 2008, ASTM, "." C403-08, West Conshohocken, PA.
10. Standard test method for autogenous strain of cement paste and mortar. 2009, ASTM, "." C1698-09, West Conshohocken, PA.
11. Babu D.S. Babu K.G. Huan W. Effect of polystyrene aggregate size on strength and moisture migration characteristics of lightweight concrete. Cem. Concr. Compos. 2006, 28:520-527. CCOCEG, 0958-9465, and Tiong- ".".
12. Babu D.S. Babu K.G. Wee T.H. Properties of expanded polystyrene aggregate concrete containing fly ash. Cem. Concr. Res. 2005, 35:1218-1223. CCNRAI, 0008-8846, and ".".
13. Babu K.G. Babu D.S. Behavior of lightweight expanded polystyrene concrete containing silica fume. Cem. Concr. Res. 2003, 33:752-762. CCNRAI, 0008-8846, and ".".
14. Beaudoin J.J. Feldman R.F. Tumidajski P.J. Pore structure of hardened portland cement pastes and its influence on properties. Adv. Cem. Based Mater. 1994, 1(5):224-236. ACATE9, 1065-7355, and ".".
15. Bentz D.P. Internal curing of high-performance blended cement mortars. ACI Mater. J. 2007, 104(4):408-414. AMAJEF, 0889-325X, ".".
16. Bentz D.P. Jensen O.M. Mitigation strategies for autogenous shrinkage cracking. Cem. Concr. Compos. 2004, 26(6):677-685. CCOCEG, 0958-9465, and ".".
17. Chen B. Liu J. Properties of lightweight expanded polystyrene concrete reinforced with steel fiber. Cem. Concr. Res. 2004, 4:1259-1263. CCNRAI, 0008-8846, and ".".
18. Cusson D. Hoogeveen T. Internal curing of high-performance concrete with presoaked fine lightweight aggregate for prevention of autogenous shrinkage cracking. Cem. Concr. Res. 2008, 38(6):757-765. CCNRAI, 0008-8846, and ".".
19. D'Ambrosia M. Analysis and interpretation of creep test data. CTL Group Project No. 057069 2008, "." Nova Chemicals, Calgary, Alberta, Canada.
20. Daniel I.M. Ishai O. Engineering mechanics of composite materials 2006, and 2nd Ed., Oxford University Press, London.
21. Duskov M. Dutch design manual for lightweight pavements with expanded polystyrene geofoam. Transportation Research Record 1736 2000, 103-109. "." Transportation Research Board, Washington, DC.
22. Grzybowski M. Shah S.P. Shrinkage cracking of fiber reinforced concrete. ACI Mater. J. 1990, 87(2):138-148. AMAJEF, 0889-325X, and ".".
23. Hashin Z. The elastic moduli of heterogeneous materials. J. Appl. Mech. 1962, 29:143-150. JAMCAV, 0021-8936, ".".
24. Henkensiefken R. Bentz D. Nantung T. Weiss W.J. Volume change and cracking in internally cured mixtures made with saturated lightweight aggregate under sealed and unsealed conditions. Cem. Concr. Compos. 2009, 31(7):427-437. CCOCEG, 0958-9465, and ".".
25. Hobbs D.W. The dependence of the bulk modulus, Young's modulus, creep, shrinkage and thermal expansion of concrete upon aggregate volume concentration. Matériaux et Construction 1971, 4(20):107-114. ".".
26. Hobbs D.W. Influence of aggregate restraint of the shrinkage of concrete. J. Am. Concr. Inst. 1974, 71(9):445-450. JACIAX, 0002-8061, ".".
27. Hossain A.B. Weiss W.J. Assessing residual stress development and stress relaxation in restrained concrete ring specimens. Cem. Concr. Compos. 2004, 26:531-540. CCOCEG, 0958-9465, and ".".
28. Kovler K. Testing system for determining the mechanical behavior of early age concrete under restrained and free uniaxial shrinkage. Mater. Struct. 1994, 27(6):324-330. MASTED, 1359-5997, ".".
29. Knudsen T. The dispersion model for hydration of portland cement 1. General concepts. Cem. Concr. Res. 1984, 14(5):622-630. CCNRAI, 0008-8846, ".".
30. L'Hermite R.G. Volume changes of concrete. Proc., 4th Int. Symp. on the Chemistry of Cement 1960, 43:639-694. "." Washington, DC.
31. Lura P. Autogenous deformation and internal curing of concrete. 2003, "." Ph.D. thesis, Delft Institute of Technology, Netherlands.
32. Mohamed A.R. Hansen W. Micromechanical modeling of crack-aggregate interaction in concrete materials. Cem. Concr. Compos. 1999, 21(5-6):349-359. CCOCEG, 0958-9465, and ".".
33. Moon J.H. Shrinkage, residual stress, and cracking in heterogeneous materials. 2006, "." Ph.D. thesis, Purdue Univ., West Lafayette, IN.
34. Nelson T. Update letter for modulus of elasticity and Poisson's ratio testing. WJE Project No. 2007.1934 2007, "." Nova Chemicals, Calgary, Alberta, Canada.
35. Pease B.J. Shah H.R. Weiss W.J. Shrinkage behavior and residual stress development in mortar containing shrinkage-reducing admixture (SRA's). Shrinkage and creep of concrete, SP-227 2006, 285-302. N. J. Gardner, J. Weiss, and "." and eds., American Concrete Institute, Farmington Hills, MI.
36. Pickett G. Effect of aggregate on shrinkage of concrete and hypothesis concerning shrinkage. J. Am. Concr. Inst. 1956, 52:581-590. JACIAX, 0002-8061, ".".
37. Internal curing of concrete, state-of-the-art report of RILEM technical committee 196-ICC 2007, RILEM TC-196, K. Kovler, O. M. Jensen, and eds., RILEM, Bagneux, France.
38. van Breugel K. Lokhorst S.J. Stress-based crack criterion as basis for the prevention of through cracks in concrete structures at early-ages. Int. conf. on early-age cracking in cementitous systems (EAC'01) 2001, 145-158. K. Kovler, A. Bentur, and "." and eds., RILEM, Paris.
39. Weiss W.J. Shrinkage cracking in restrained concrete slabs: Test method, material compositions, shrinkage reducing admixtures, and theoretical modeling. 1997, "." M.S. thesis, Northwestern Univ., Evanston, IL.
40. Weiss W.J. Yang W. Shah S.P. Shrinkage cracking of restrained concrete slabs. J. Eng. Mech. 1998, 24(7):765-774. JENMDT, 0733-9399, and ".".
41. Weiss W.J. Yang W. Shah S.P. Influence of specimen size and geometry on shrinkage cracking. J. Eng. Mech. 2000, 126(1):93-101. JENMDT, 0733-9399, and ".".
42. Zaitsev Y.B. Wittmann F.H. Simulation of crack propagation and failure of concrete. Mater. Struct. 2006, 14(5):357-365. MASTED, 1359-5997, and ".".
43. Zollo R.F. Hays C.D. Testing for the mechanical properties of an expanded polystyrene (EPS) portland cement concrete formulation. Internal Rep. Prepared for Nova Chemicals, Inc. 2006, and ".".