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Volumn 23, Issue 6, 2011, Pages 895-902

Restrained shrinkage cracking in concrete elements: Role of substrate bond on crack development

Author keywords

Acoustic emission; Base restraint; Bonding; Conductive paint; Crack detection; Crack localization; Shrinkage cracking

Indexed keywords

BASE RESTRAINT; CONCRETE ELEMENTS; CONCRETE MATERIALS; CONDUCTIVE PAINTS; CONDUCTIVE SURFACES; CRACK DEVELOPMENT; CRACK LOCALIZATION; CRACK WIDTH; DAMAGE DEVELOPMENT; RESTRAINED SHRINKAGE; SHRINKAGE CRACKING; SLAB TESTS; SPECIMEN GEOMETRY; VISUAL ANALYSIS;

EID: 79958719412     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)MT.1943-5533.0000247     Document Type: Article
Times cited : (19)

References (48)
  • 1
    • 25444479176 scopus 로고    scopus 로고
    • Prediction of restrained shrinkage based on restraint factors in patching repair mortar
    • CCNRAI, 0008-8846, 10.1016/j.cemconres.2004.11.020
    • Abbasnia R. Godossi P. Ahmadi J. Prediction of restrained shrinkage based on restraint factors in patching repair mortar. Cem. Concr. Res. 2005, 35:1909-1913. CCNRAI, 0008-8846, 10.1016/j.cemconres.2004.11.020, and ".".
    • (2005) Cem. Concr. Res. , vol.35 , pp. 1909-1913
    • Abbasnia, R.1    Godossi, P.2    Ahmadi, J.3
  • 2
    • 0026839907 scopus 로고
    • Simulation of uniform bond stress
    • AMAJEF, 0889-325X
    • Abrishami H. Mitchell D. Simulation of uniform bond stress. ACI Mater. J. 1992, 89(2):161-168. AMAJEF, 0889-325X, and ".".
    • (1992) ACI Mater. J. , vol.89 , Issue.2 , pp. 161-168
    • Abrishami, H.1    Mitchell, D.2
  • 3
    • 0012650329 scopus 로고
    • Effect of restraint, volume change and reinforcement on cracking of mass concrete
    • American Concrete Institute (ACI) Committee 207, "." Rep. ACI 207.2R-95, Farmington Hills, MI.
    • Effect of restraint, volume change and reinforcement on cracking of mass concrete. 1995, American Concrete Institute (ACI) Committee 207, "." Rep. ACI 207.2R-95, Farmington Hills, MI.
    • (1995)
  • 4
    • 0025460630 scopus 로고
    • Control of cracking due to volume change in base-restrained concrete members
    • ASTJEG, 0889-3241
    • Al Rawi R. Kheder G. Control of cracking due to volume change in base-restrained concrete members. ACI Struct. J. 1990, 87(4):397-405. ASTJEG, 0889-3241, and ".".
    • (1990) ACI Struct. J. , vol.87 , Issue.4 , pp. 397-405
    • Al Rawi, R.1    Kheder, G.2
  • 5
    • 0035412977 scopus 로고    scopus 로고
    • Creep, shrinkage, and cracking of restrained concrete at early age
    • AMAJEF, 0889-325X
    • Altoubat S. Lange D. Creep, shrinkage, and cracking of restrained concrete at early age. ACI Mater. J. 2001, 98(4):323-331. AMAJEF, 0889-325X, and ".".
    • (2001) ACI Mater. J. , vol.98 , Issue.4 , pp. 323-331
    • Altoubat, S.1    Lange, D.2
  • 6
    • 0027642939 scopus 로고
    • Restrained shrinkage cracking in fiber reinforced cementitious composites
    • MASTED, 1359-5997, 10.1007/BF02472941
    • Banthia N. Azzabi M. Pigeon M. Restrained shrinkage cracking in fiber reinforced cementitious composites. Mater. Struct. 1993, 26(7):405-413. MASTED, 1359-5997, 10.1007/BF02472941, and ".".
    • (1993) Mater. Struct. , vol.26 , Issue.7 , pp. 405-413
    • Banthia, N.1    Azzabi, M.2    Pigeon, M.3
  • 7
    • 0029779474 scopus 로고    scopus 로고
    • Restrained shrinkage cracking in fiber reinforced concrete: A novel technique
    • CCNRAI, 0008-8846, 10.1016/0008-8846(95)00186-7
    • Banthia N. Yan C. Mindess S. Restrained shrinkage cracking in fiber reinforced concrete: novel technique. Cem. Concr. Res. 1996, 26(1):9-14. CCNRAI, 0008-8846, 10.1016/0008-8846(95)00186-7, and ".".
    • (1996) Cem. Concr. Res. , vol.26 , Issue.1 , pp. 9-14
    • Banthia, N.1    Yan, C.2    Mindess, S.3
  • 8
    • 0015960453 scopus 로고
    • Rate-type creep law of aging concrete based on Maxwell chain
    • MASTED, 1359-5997
    • Baž ant Z. Wu S. Rate-type creep law of aging concrete based on Maxwell chain. Mater. Struct. 1974, 7(1):45-60. MASTED, 1359-5997, and ".".
    • (1974) Mater. Struct. , vol.7 , Issue.1 , pp. 45-60
    • Baž ant, Z.1    Wu, S.2
  • 10
    • 0007447458 scopus 로고    scopus 로고
    • Thermal dilation and autogenous deformation as driving forces to self-induced stresses in high performance concrete
    • Ph.D. thesis, Norwegian Univ. of Science and Technology, Trondheim, Norway.
    • Bjłntegaard T. Thermal dilation and autogenous deformation as driving forces to self-induced stresses in high performance concrete. 1999, "." Ph.D. thesis, Norwegian Univ. of Science and Technology, Trondheim, Norway.
    • (1999)
    • Bjłntegaard, T.1
  • 11
    • 0029272811 scopus 로고
    • Free and restrained shrinkage of normal and high-strength concrete
    • AMAJEF, 0889-325X
    • Bloom R. Bentur A. Free and restrained shrinkage of normal and high-strength concrete. ACI Mater. J. 1995, 92(2):211-217. AMAJEF, 0889-325X, and ".".
    • (1995) ACI Mater. J. , vol.92 , Issue.2 , pp. 211-217
    • Bloom, R.1    Bentur, A.2
  • 12
    • 0024050939 scopus 로고
    • Model study of shrinkage cracking in concrete building walls
    • ASTJEG, 0889-3241
    • Carlson R. Reading T. Model study of shrinkage cracking in concrete building walls. ACI Struct. J. 1988, 85(4):395-404. ASTJEG, 0889-3241, and ".".
    • (1988) ACI Struct. J. , vol.85 , Issue.4 , pp. 395-404
    • Carlson, R.1    Reading, T.2
  • 13
    • 70449646677 scopus 로고    scopus 로고
    • Health monitoring of civil engineering materials
    • M.Sc. thesis, Purdue Univ., West Lafayette, IN.
    • Dehadrai M. Health monitoring of civil engineering materials. 2008, "." M.Sc. thesis, Purdue Univ., West Lafayette, IN.
    • (2008)
    • Dehadrai, M.1
  • 15
    • 0025404399 scopus 로고
    • Shrinkage cracking of fiber reinforced concrete
    • AMAJEF, 0889-325X
    • Grzybowski M. Shah S. Shrinkage cracking of fiber reinforced concrete. ACI Mater. J. 1990, 87(2):138-148. AMAJEF, 0889-325X, and ".".
    • (1990) ACI Mater. J. , vol.87 , Issue.2 , pp. 138-148
    • Grzybowski, M.1    Shah, S.2
  • 16
    • 0004725612 scopus 로고
    • Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements
    • CCNRAI, 0008-8846, 10.1016/0008-8846(76)90007-7
    • Hillerborg A. Modeer M. Petersson P. Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements. Cem. Concr. Res. 1976, 6(6):773-782. CCNRAI, 0008-8846, 10.1016/0008-8846(76)90007-7, and ".".
    • (1976) Cem. Concr. Res. , vol.6 , Issue.6 , pp. 773-782
    • Hillerborg, A.1    Modeer, M.2    Petersson, P.3
  • 17
    • 2542470988 scopus 로고    scopus 로고
    • Assessing residual stress development and stress relaxation in restrained concrete ring specimens
    • CCOCEG, 0958-9465, 10.1016/S0958-9465(03)00069-6
    • Hossain A. Weiss J. Assessing residual stress development and stress relaxation in restrained concrete ring specimens. Cem. Concr. Compos. 2004, 26:531-540. CCOCEG, 0958-9465, 10.1016/S0958-9465(03)00069-6, and ".".
    • (2004) Cem. Concr. Compos. , vol.26 , pp. 531-540
    • Hossain, A.1    Weiss, J.2
  • 18
    • 0346148352 scopus 로고    scopus 로고
    • Quantifying early-age stress development and cracking in low water-to-cement concrete-Restrained-ring test with acoustic emission
    • Transportation Research Record 1834, Transportation Research Board, Washington, DC.
    • Hossain A.B. Pease B. Weiss J. Quantifying early-age stress development and cracking in low water-to-cement concrete-Restrained-ring test with acoustic emission. 2003, 24-32. and "." Transportation Research Record 1834, Transportation Research Board, Washington, DC.
    • (2003) , pp. 24-32
    • Hossain, A.B.1    Pease, B.2    Weiss, J.3
  • 19
    • 0000990862 scopus 로고
    • Microcracking of plain concrete and the shape of the stress-strain curve
    • JACIAX, 0002-8061
    • Hsu T. Slate F. Sturman G. Winter G. Microcracking of plain concrete and the shape of the stress-strain curve. J. Am. Concr. Inst. 1963, 60(2):209-224. JACIAX, 0002-8061, and ".".
    • (1963) J. Am. Concr. Inst. , vol.60 , Issue.2 , pp. 209-224
    • Hsu, T.1    Slate, F.2    Sturman, G.3    Winter, G.4
  • 20
    • 79958734388 scopus 로고    scopus 로고
    • ImageJ v1.38 [Computer software]. National Institute of Mental Health, Bethesda, MD,.
    • ImageJ v1.38 [Computer software]. National Institute of Mental Health, Bethesda, MD,.
  • 21
    • 43249089565 scopus 로고    scopus 로고
    • Behavior of base restrained reinforced concrete walls under volumetric change
    • ENSTDF, 0141-0296, 10.1016/j.engstruct.2007.10.009
    • Kianoush M. Acarcan M. Ziari A. Behavior of base restrained reinforced concrete walls under volumetric change. Eng. Struct. 2008, 30(6):1526-1534. ENSTDF, 0141-0296, 10.1016/j.engstruct.2007.10.009, and ".".
    • (2008) Eng. Struct. , vol.30 , Issue.6 , pp. 1526-1534
    • Kianoush, M.1    Acarcan, M.2    Ziari, A.3
  • 22
    • 0037295295 scopus 로고    scopus 로고
    • Using acoustic emission to quantify damage in restrained fiber-reinforced cement mortars
    • CCNRAI, 0008-8846, 10.1016/S0008-8846(02)00978-X
    • Kim B. Weiss J. Using acoustic emission to quantify damage in restrained fiber-reinforced cement mortars. Cem. Concr. Res. 2003, 33:207-214. CCNRAI, 0008-8846, 10.1016/S0008-8846(02)00978-X, and ".".
    • (2003) Cem. Concr. Res. , vol.33 , pp. 207-214
    • Kim, B.1    Weiss, J.2
  • 23
    • 0028669552 scopus 로고
    • Testing system for determining the mechanical behaviour of early age concrete under restrained and free uniaxial shrinkage
    • MASTED, 1359-5997, 10.1007/BF02473424, "." .
    • Kovler K. Testing system for determining the mechanical behaviour of early age concrete under restrained and free uniaxial shrinkage. Mater. Struct. 1994, 27:324-330. MASTED, 1359-5997, 10.1007/BF02473424, ".".
    • (1994) Mater. Struct. , vol.27 , pp. 324-330
    • Kovler, K.1
  • 24
    • 0036602471 scopus 로고    scopus 로고
    • Experiments to relate acoustic emission energy to fracture energy of concrete
    • JENMDT, 0733-9399, 10.1061/(ASCE)0733-9399(2002)128:6(698)
    • Landis E. Baillon L. Experiments to relate acoustic emission energy to fracture energy of concrete. J. Eng. Mech. 2002, 128(6):698-702. JENMDT, 0733-9399, 10.1061/(ASCE)0733-9399(2002)128:6(698), and ".".
    • (2002) J. Eng. Mech. , vol.128 , Issue.6 , pp. 698-702
    • Landis, E.1    Baillon, L.2
  • 25
    • 3142696993 scopus 로고    scopus 로고
    • State-of-the-art report on control of cracking in early age concrete
    • JACTBX, 1346-8014, 10.3151/jact.2.141
    • Mihashi H. Leite J. State-of-the-art report on control of cracking in early age concrete. J. Adv. Concr. Technol. 2004, 2(2):141-154. JACTBX, 1346-8014, 10.3151/jact.2.141, and ".".
    • (2004) J. Adv. Concr. Technol. , vol.2 , Issue.2 , pp. 141-154
    • Mihashi, H.1    Leite, J.2
  • 26
    • 33646704270 scopus 로고    scopus 로고
    • Using impedance spectroscopy to detect flaws in concrete
    • MSCE thesis, Purdue Univ., West Lafayette, IN.
    • Niemuth M. Using impedance spectroscopy to detect flaws in concrete. 2004, "." MSCE thesis, Purdue Univ., West Lafayette, IN.
    • (2004)
    • Niemuth, M.1
  • 27
    • 10444242302 scopus 로고    scopus 로고
    • Early-age fracture mechanics and cracking of concrete experiments and modeling
    • Ph.D. thesis, Technical Univ. of Denmark, Lyngby, Denmark.
    • Ostergaard L. Early-age fracture mechanics and cracking of concrete experiments and modeling. 2003, "." Ph.D. thesis, Technical Univ. of Denmark, Lyngby, Denmark.
    • (2003)
    • Ostergaard, L.1
  • 28
    • 2542427904 scopus 로고    scopus 로고
    • Early-age stress-crack opening relationships for high performance concrete
    • CCOCEG, 0958-9465, 10.1016/S0958-9465(03)00074-X
    • Ostergaard L. Lange D. Stang H. Early-age stress-crack opening relationships for high performance concrete. Cem. Concr. Compos. 2004, 26(5):563-572. CCOCEG, 0958-9465, 10.1016/S0958-9465(03)00074-X, and ".".
    • (2004) Cem. Concr. Compos. , vol.26 , Issue.5 , pp. 563-572
    • Ostergaard, L.1    Lange, D.2    Stang, H.3
  • 29
    • 34548281439 scopus 로고    scopus 로고
    • Investigating the role of material properties and their variability in the selection of repair materials
    • M.S. thesis, Purdue Univ., West Lafayette, IN.
    • Parameswaran S. Investigating the role of material properties and their variability in the selection of repair materials. 2004, "." M.S. thesis, Purdue Univ., West Lafayette, IN.
    • (2004)
    • Parameswaran, S.1
  • 30
    • 0035412988 scopus 로고    scopus 로고
    • Electrical impedance spectra to monitor damage during tensile loading of cement composites
    • AMAJEF, 0889-325X
    • Peled A. Torrents J. Mason T. Shah S. Garboczi E. Electrical impedance spectra to monitor damage during tensile loading of cement composites. ACI Mater. J. 2001, 98(4):313-322. AMAJEF, 0889-325X, and ".".
    • (2001) ACI Mater. J. , vol.98 , Issue.4 , pp. 313-322
    • Peled, A.1    Torrents, J.2    Mason, T.3    Shah, S.4    Garboczi, E.5
  • 31
    • 0035200332 scopus 로고    scopus 로고
    • Crack development in concrete structures due to imposed strains-Part II: Parametric study of a wall fully restrained at the base
    • MASTED, 1359-5997, 10.1007/BF02482195
    • Pettersson D. Thelandersson S. Crack development in concrete structures due to imposed strains-Part II: Parametric study of wall fully restrained at the base. Mater. Struct. 2001, 34:14-20. MASTED, 1359-5997, 10.1007/BF02482195, and ".".
    • (2001) Mater. Struct. , vol.34 , pp. 14-20
    • Pettersson, D.1    Thelandersson, S.2
  • 32
    • 0034245826 scopus 로고    scopus 로고
    • Equipment for the analysis of the behaviour of concrete under restrained shrinkage at early ages
    • MCORAV, 0024-9831, 10.1680/macr.2000.52.4.297
    • Pigeon M. Toma G. Delagrave A. Bissonnette B. Marchand J. Prince J. Equipment for the analysis of the behaviour of concrete under restrained shrinkage at early ages. Mag. Concr. Res. 2000, 52(4):297-302. MCORAV, 0024-9831, 10.1680/macr.2000.52.4.297, and ".".
    • (2000) Mag. Concr. Res. , vol.52 , Issue.4 , pp. 297-302
    • Pigeon, M.1    Toma, G.2    Delagrave, A.3    Bissonnette, B.4    Marchand, J.5    Prince, J.6
  • 33
    • 0027594834 scopus 로고
    • Impedance spectroscopy study of micro-cracking in cement-based composites during compressive loading
    • CCNRAI, 0008-8846, 10.1016/0008-8846(93)90018-5
    • Ping G. Zhongzi X. Ping X. Beaudoin J. Impedance spectroscopy study of micro-cracking in cement-based composites during compressive loading. Cem. Concr. Res. 1993, 23(3):675-682. CCNRAI, 0008-8846, 10.1016/0008-8846(93)90018-5, and ".".
    • (1993) Cem. Concr. Res. , vol.23 , Issue.3 , pp. 675-682
    • Ping, G.1    Zhongzi, X.2    Ping, X.3    Beaudoin, J.4
  • 34
    • 78751581663 scopus 로고    scopus 로고
    • Detecting the time and location of cracks using electrically conductive surfaces
    • CCOCEG, 0958-9465, 10.1016/j.cemconcomp.2010.09.015
    • Pour-Ghaz M. Weiss J. Detecting the time and location of cracks using electrically conductive surfaces. Cem. Concr. Compos. 2011, 33(1):116-123. CCOCEG, 0958-9465, 10.1016/j.cemconcomp.2010.09.015, and ".".
    • (2011) Cem. Concr. Compos. , vol.33 , Issue.1 , pp. 116-123
    • Pour-Ghaz, M.1    Weiss, J.2
  • 35
    • 28844434878 scopus 로고    scopus 로고
    • Assessing the development of localized damage in concrete under compressive loading using acoustic emission
    • MSCE thesis, Purdue Univ., West Lafayette, IN.
    • Puri S. Assessing the development of localized damage in concrete under compressive loading using acoustic emission. 2003, "." MSCE thesis, Purdue Univ., West Lafayette, IN.
    • (2003)
    • Puri, S.1
  • 36
    • 61349105286 scopus 로고    scopus 로고
    • Shrinkage mitigation strategies in cementitious systems: A closer look at differences in sealed and unsealed behavior
    • Transportation Research Record 2070, Transportation Research Board, Washington, DC.
    • Radlinska A. Rajabipour F. Bucher B. Henkensiefken R. Sant G. Weiss J. Shrinkage mitigation strategies in cementitious systems: closer look at differences in sealed and unsealed behavior. 2008, 59-67. and "." Transportation Research Record 2070, Transportation Research Board, Washington, DC.
    • (2008) , pp. 59-67
    • Radlinska, A.1    Rajabipour, F.2    Bucher, B.3    Henkensiefken, R.4    Sant, G.5    Weiss, J.6
  • 37
    • 79958755691 scopus 로고    scopus 로고
    • and "Characterization and modeling of axial slab-support restraint." Transportation Research Record 1778, Transportation Research Board, Washington, DC.
    • Ramussen R. Rozycki D. 2001, 26-32. and "Characterization and modeling of axial slab-support restraint." Transportation Research Record 1778, Transportation Research Board, Washington, DC.
    • (2001) , pp. 26-32
    • Ramussen, R.1    Rozycki, D.2
  • 38
    • 77952327553 scopus 로고    scopus 로고
    • Saw-cutting guidelines for concrete pavements: examining the requirements for time and depth of saw-cutting
    • MSCE thesis, Purdue Univ., West Lafayette, IN.
    • Raoufi K. Saw-cutting guidelines for concrete pavements: examining the requirements for time and depth of saw-cutting. 2007, "." MSCE thesis, Purdue Univ., West Lafayette, IN.
    • (2007)
    • Raoufi, K.1
  • 39
    • 77955799435 scopus 로고    scopus 로고
    • Shrinkage cracking behavior of fiber reinforced concrete: As assessed using the restrained ring test
    • JAIOAD, 1546-962X, 10.1520/JAI102991
    • Raoufi K. Bernard E.S. Weiss J. Shrinkage cracking behavior of fiber reinforced concrete: As assessed using the restrained ring test. J. ASTM Int. 2010, 7(7):15. JAIOAD, 1546-962X, 10.1520/JAI102991, and ".".
    • (2010) J. ASTM Int. , vol.7 , Issue.7 , pp. 15
    • Raoufi, K.1    Bernard, E.S.2    Weiss, J.3
  • 40
    • 61349083001 scopus 로고    scopus 로고
    • Methodology for determining the timing of saw cutting in concrete pavements
    • Transportation Research Record 2081, Transportation Research Board, Washington, DC.
    • Raoufi K. Radlinska A. Nantung T. Weiss J. Methodology for determining the timing of saw cutting in concrete pavements. 2008, 110-117. and "." Transportation Research Record 2081, Transportation Research Board, Washington, DC.
    • (2008) , pp. 110-117
    • Raoufi, K.1    Radlinska, A.2    Nantung, T.3    Weiss, J.4
  • 41
    • 33845810988 scopus 로고    scopus 로고
    • Quantifying shrinkage cracking in fiber reinforced concrete using the ring test
    • MASTED, 1359-5997, 10.1617/s11527-006-9089-9
    • Shah H. Weiss J. Quantifying shrinkage cracking in fiber reinforced concrete using the ring test. Mater. Struct. 2006, 39(9):887-899. MASTED, 1359-5997, 10.1617/s11527-006-9089-9, and ".".
    • (2006) Mater. Struct. , vol.39 , Issue.9 , pp. 887-899
    • Shah, H.1    Weiss, J.2
  • 43
    • 0032048662 scopus 로고    scopus 로고
    • Shrinkage cracking-Can it be prevented?
    • CNCIEH, 0162-4075, and "" .
    • Shah S. Weiss J. Yang W. Shrinkage cracking-Can it be prevented?. Concr. Int. 1998, 20(4):51-55. CNCIEH, 0162-4075, and "".
    • (1998) Concr. Int. , vol.20 , Issue.4 , pp. 51-55
    • Shah, S.1    Weiss, J.2    Yang, W.3
  • 44
    • 0000356157 scopus 로고
    • Development of the cracking frame and the temperature-stress testing machine
    • R. Springenschmid, ed., E&FN Spon, London.
    • Springenschmid R. Breitenbuecher R. Mangold M. Development of the cracking frame and the temperature-stress testing machine. Thermal cracking in concrete at early ages 1994, 137-144. R. Springenschmid, and "." ed., E&FN Spon, London.
    • (1994) Thermal cracking in concrete at early ages , pp. 137-144
    • Springenschmid, R.1    Breitenbuecher, R.2    Mangold, M.3
  • 45
    • 0029388393 scopus 로고
    • Acoustic emission source characterization in concrete under biaxial loading
    • MASTED, 1359-5997, 10.1007/BF02473163
    • Suaris W. van Mier J. Acoustic emission source characterization in concrete under biaxial loading. Mater. Struct. 1995, 28(8):444-449. MASTED, 1359-5997, 10.1007/BF02473163, and ".".
    • (1995) Mater. Struct. , vol.28 , Issue.8 , pp. 444-449
    • Suaris, W.1    van Mier, J.2
  • 46
    • 79958269887 scopus 로고    scopus 로고
    • Prediction of temperature development in hardening concrete
    • R. Springenschmid, "." ed., E&FN Spon, London.
    • van Breugel K. Prediction of temperature development in hardening concrete. Prevention of thermal cracking in concrete at early ages 1998, 51-75. R. Springenschmid, "." ed., E&FN Spon, London.
    • (1998) Prevention of thermal cracking in concrete at early ages , pp. 51-75
    • van Breugel, K.1
  • 47
    • 13644281531 scopus 로고    scopus 로고
    • Masonry wall crack control with carbon fiber reinforced polymer
    • JCCOF2, 1090-0268, 10.1061/(ASCE)1090-0268(2005)9:1(84)
    • van Zijl G. de Vries P. Masonry wall crack control with carbon fiber reinforced polymer. J. Compos. Constr. 2005, 9(1):84-89. JCCOF2, 1090-0268, 10.1061/(ASCE)1090-0268(2005)9:1(84), and ".".
    • (2005) J. Compos. Constr. , vol.9 , Issue.1 , pp. 84-89
    • van Zijl, G.1    de Vries, P.2
  • 48
    • 0032122637 scopus 로고    scopus 로고
    • Shrinkage cracking of restrained concrete slabs
    • JENMDT, 0733-9399, 10.1061/(ASCE)0733-9399(1998)124:7(765)
    • Weiss J. Yang W. Shah S. Shrinkage cracking of restrained concrete slabs. J. Eng. Mech. 1998, 124(7):765-774. JENMDT, 0733-9399, 10.1061/(ASCE)0733-9399(1998)124:7(765), and ".".
    • (1998) J. Eng. Mech. , vol.124 , Issue.7 , pp. 765-774
    • Weiss, J.1    Yang, W.2    Shah, S.3


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