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    Closure to “Fracture Response of Gravity Dams Due to Rise of Reservoir Elevation” by Sudip S. Bhattacharjee and Pierre Léger 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 003
    Author(s): Sudip S. Bhattacharjee; Pierre Léger
    Publisher: American Society of Civil Engineers
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    Application of NLFM Models to Predict Cracking in Concrete Gravity Dams 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 004
    Author(s): Sudip S. Bhattacharjee; Pierre Léger
    Publisher: American Society of Civil Engineers
    Abstract: Smeared crack analysis models based on a nonlinear fracture mechanics (NLFM) crack propagation criterion are considered to study the two‐dimensional static fracture behavior of plain concrete structures. A coaxial rotating ...
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    Fracture Response of Gravity Dams due to Rise of Reservoir Elevation 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 009
    Author(s): Sudip S. Bhattacharjee; Pierre Léger
    Publisher: American Society of Civil Engineers
    Abstract: A rotating smeared-crack finite-element model based on the energy conservation principle has been considered to predict the static fracture behavior of concrete gravity dams. Water penetration and uplift pressure inside ...
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