Arc-length and explicit methods for static analysis of prestressed concrete members

Keyphrases

• ABAQUS 33%
• Analysis Procedure 33%
• Arc Length 100%
• Arc-length Method 100%
• Computational Effort 66%
• Convergence Problem 66%
• Dynamic Length 33%
• Dynamic Solution 66%
• Explicit Dynamics 100%
• Explicit Method 100%
• Finite Element Model 33%
• Finite Element Package 33%
• Highly Nonlinear 33%
• Increasing Load 33%
• L-shaped 33%
• Low-effort 33%
• Mesh Configuration 33%
• Nonlinear Finite Element Analysis 33%
• Nonlinear Problems 33%
• Post-cracking 33%
• Prestressed Concrete 33%
• Prestressed Concrete Member 100%
• Prestressing Force 33%
• Response Variable 33%
• Solution Accuracy 33%
• Solution Method 66%
• Solution Procedure 66%
• Spandrel Beam 33%
• Static Analysis 100%

Engineering

• Acceptable Solution 16%
• Arc Length 100%
• Computational Effort 33%
• Concrete Member 100%
• Convergence Problem 33%
• Explicit Method 100%
• Finite Element Analysis 33%
• Finite Element Modeling 16%
• Increasing Load 16%
• Length Method 100%
• Nonlinear Problem 16%
• Prestressed Concrete 100%
• Prestressing 16%
• Solution Method 33%
• Solution Procedure 33%
• Static Analysis 100%