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    Effect of Pore-Size Distribution on Shrinkage of Concretes 

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 005
    Author(s): T. Aly; J. G. Sanjayan
    Publisher: American Society of Civil Engineers
    Abstract: The effects of pore structure of concrete made with slag-blended cement on shrinkage behavior of concrete when exposed to drying were presented in this paper. The investigated parameters were the length of curing (1-day ...
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    Singularities in RC Beam Elements with Finite-Length Hinges 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 001
    Author(s): J. G. Sanjayan; P. LeP. Darvall
    Publisher: American Society of Civil Engineers
    Abstract: Several models have been presented in the literature for reinforced concrete (RC) beam elements with finite-length hinges to facilitate analyses of the inelastic response of reinforced-concrete frame structures. Such models ...
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    Graphene Oxide Impact on Hardened Cement Expressed in Enhanced Freeze–Thaw Resistance 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 009
    Author(s): A. Mohammed; J. G. Sanjayan; W. H. Duan; A. Nazari
    Publisher: American Society of Civil Engineers
    Abstract: Graphene oxide (GO) is a newly invented material with extraordinary properties. This paper presents the effect of graphene oxide addition on freeze–thaw resistance in hardened cement. GO is incorporated in the cementitious ...
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    Complete Triaxial Stress-Strain Curves of High-Strength Concrete 

    Source: Journal of Materials in Civil Engineering:;2001:;Volume ( 013 ):;issue: 003
    Author(s): D. C. Candappa; J. G. Sanjayan; S. Setunge
    Publisher: American Society of Civil Engineers
    Abstract: The axial-stress–axial-strain and axial-stress–lateral-strain behavior of concrete under active lateral confinement is presented. The uniaxial strengths investigated are 41.9 MPa, 60.6 MPa, 73.1 MPa, and 103.3 MPa. The ...
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    Constitutive Model for Confined High Strength Concrete Subjected to Cyclic Loading 

    Source: Journal of Materials in Civil Engineering:;2004:;Volume ( 016 ):;issue: 004
    Author(s): Weena P. Lokuge; J. G. Sanjayan; Sujeeva Setunge
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents a constitutive model developed for high strength concrete with uniform lateral confinement subjected to cyclic axial compression. It is based on the testing program carried out for normal and high strength ...
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    Stress–Strain Model for Laterally Confined Concrete 

    Source: Journal of Materials in Civil Engineering:;2005:;Volume ( 017 ):;issue: 006
    Author(s): Weena P. Lokuge; J. G. Sanjayan; Sujeeva Setunge
    Publisher: American Society of Civil Engineers
    Abstract: High strength concrete (HSC) with highly desirable structural properties can lead to significant cost savings in heavily loaded lower story columns of concrete structures. Its use has however, been limited by a concern ...
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    Identifying the Effects of Soil and Climate Types on Seasonal Variation of Pavement Roughness Using MML Inference 

    Source: Journal of Computing in Civil Engineering:;2008:;Volume ( 022 ):;issue: 002
    Author(s): M. Byrne; D. Albrecht; J. G. Sanjayan; J. Kodikara
    Publisher: American Society of Civil Engineers
    Abstract: Pavement roughness is a common measure of pavement distress and one regularly measured by road authorities. While permanent pavement deterioration that equates to increased roughness is commonly modeled, cyclical or seasonal ...
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