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    Life Cycle Modeling of Corrosion Affected Concrete Structures—Initiation 

    Source: Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 006
    Author(s): C. Q. Li
    Publisher: American Society of Civil Engineers
    Abstract: Control and monitoring of reinforcement corrosion in concrete is of significant practical importance if premature failure of reinforced concrete structures is to be prevented. The detection of the initiation of reinforcement ...
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    Discussion: Life-Cycle Cost Design of Deteriorating Structures 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 011
    Author(s): C. Q. Li
    Publisher: American Society of Civil Engineers
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    Life-Cycle Modeling of Corrosion-Affected Concrete Structures: Propagation 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 006
    Author(s): C. Q. Li
    Publisher: American Society of Civil Engineers
    Abstract: Although research in reinforcement corrosion in concrete has been intensive for the past three decades, studies of the most recently published literature reveal that the current state of research in corrosion propagation ...
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    Reliability Analysis of Creep and Shrinkage Effects 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 009
    Author(s): C. Q. Li; R. E. Melchers
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with the analysis of uncertain creep and shrinkage effects, and in particular the computation of the probability of serviceability failure for a reinforced concrete structure subjected to stochastic loadings. ...
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    Closure to “<i>Reliability Analysis of Creep and Shrinkage Effects</i>” by C. Q. Li and R. E. Melchers (September, 1992, Vol. 118, No. 9) 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 003
    Author(s): C. Q. Li; R. E. Melchers
    Publisher: American Society of Civil Engineers
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    Time-Dependent Risk Assessment of Combined Overtopping and Structural Failure for Reinforced Concrete Coastal Structures 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2010:;Volume ( 136 ):;issue: 002
    Author(s): C. Q. Li; J. M. Zhao
    Publisher: American Society of Civil Engineers
    Abstract: Rising sea levels and increased sea storminess have resulted in higher frequency of wave overtopping and greater magnitude of hydrodynamic action on coastal defenses. The situation has been exacerbated for reinforced ...
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    Outcrossings from Convex Polyhedrons for Nonstationary Gaussian Processes 

    Source: Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 011
    Author(s): C. Q. Li; R. E. Melchers
    Publisher: American Society of Civil Engineers
    Abstract: This technical note concerns the estimation of the outcrossing rate of nonstationary Gaussian vector processes from a convex polyhedral limit-state surface enclosing the origin. The theoretically most attractive approach ...
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    Prediction of Concrete Crack Width under Combined Reinforcement Corrosion and Applied Load 

    Source: Journal of Engineering Mechanics:;2011:;Volume ( 137 ):;issue: 011
    Author(s): C. Q. Li; S. T. Yang
    Publisher: American Society of Civil Engineers
    Abstract: As a global problem for reinforced concrete structures located in a chloride and/or carbon dioxide–laden environment, reinforcing steel corrosion in concrete costs approximately $100 billion per annum worldwide for maintenance ...
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    Simulation of Two-Dimensional Aggregate Distribution with Wall Effect 

    Source: Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 005
    Author(s): J. J. Zheng; C. Q. Li; L. Y. Zhao
    Publisher: American Society of Civil Engineers
    Abstract: In view of the importance of the aggregate density to mechanical properties of concrete, it is necessary to determine the aggregate density at any point in concrete. Once the aggregate density is known, some other mechanical ...
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    Numerical Simulation of Behavior of Reinforced Concrete Structures considering Corrosion Effects on Bonding 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 012
    Author(s): C. Q. Li; S. T. Yang; M. Saafi
    Publisher: American Society of Civil Engineers
    Abstract: Corrosion of reinforcing steel in concrete can alter the interface between the steel and concrete and thus affects the bond mechanism. This subsequently influences the behavior of reinforced concrete structures in terms ...
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