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Nonlinear Analysis of Reinforced Concrete. Xuehui AN. Today’s Agenda. Review of last week’s lecture Constitutive Models for RC (I) Today’s Topic. General Methods. Constitutive Models. Experimental Results. Modeling. Concrete, Reinforcement, Bond, Crack. Microstructure, bond.
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Today’s Agenda • Review of last week’s lecture • Constitutive Models for RC (I) • Today’s Topic
General Methods Constitutive Models Experimental Results Modeling Concrete, Reinforcement, Bond, Crack Microstructure, bond Level 0 Modeling Modeling 1-D RC stress-strain Bond 1-D Stress RC Level 1 Modeling Modeling 2-D RC stress-strain 2-D Stress RC Plates Level 2 Modeling Modeling 2-D RC Members Force-Deformation 2-D RC Members Level 3
General MethodsSmeared Average Level 2 Level 3 Level 1 Level 0
General MethodsSmeared Average Level 2 Level 1 Level 3
Chapter 2 Reinforced Concrete Plate Element Model 1 Method of Modeling 2 Concrete Model Prior to Generation of Cracks (1) Elasto-Plastic and Fracture Model (2) Cracking Criteria 3 Modeling of Cracked Concrete (1) Modeling of Concrete under Tensile Stress (2) Modeling of Concrete under Compressive stress (3) Modeling of Concrete under Shear Stress (4) Inter-relation of Each Model 4 Modeling of Reinforcing Bar in Concrete 5 Verification
1 Method of Modeling 2 Concrete Model Prior to Generation of Cracks (1) Elasto-Plastic and Fracture Model (2) Cracking Criteria 3 Modeling of Cracked Concrete (1) Modeling of Concrete under Tensile Stress (2) Modeling of Concrete under Compressive stress (3) Modeling of Concrete under Shear Stress (4) Inter-relation of Each Model 4 Modeling of Reinforcing Bar in Concrete 5 Verification
Strain ----Stress of RC = stress of concrete + stress of steel stress strain
1 Method of Modeling 2 Concrete Model Prior to Generation of Cracks (1) Elasto-Plastic and Fracture Model (2) Cracking Criteria 3 Modeling of Cracked Concrete (1) Modeling of Concrete under Tensile Stress (2) Modeling of Concrete under Compressive stress (3) Modeling of Concrete under Shear Stress (4) Inter-relation of Each Model 4 Modeling of Reinforcing Bar in Concrete 5 Verification
Today’s Topic:Disaster Mitigation and Life Cycle Management • Input • Simulator (Model and Tool) • Society Engineering • Information Sharing • Business Motivation
Life-Cycle-Cost Life-Cycle-Management Construction Material study Structural performance study Lease Resale Management Insurance Cost Management Information Technology Environment Society Design Serving Geographic Geological Study Investigation Structural performance evaluation Recycle Maintaining / Repair Material study A Sustainable World
Disaster Mitigation and Life Cycle Management LCC=Ci + Cm + Cl + Cr+ Ca LCC:生命周期总成本(Life Cycle Cost); Ci :初始成本(Initial Cost),建设费用; Cm :维护管理成本(Maintaining Cost) ; Cl :损失成本 (Losing Cost); Cr :维修加固成本(Repairing Cost); Ca :拆毁废弃成本(Abandon Cost)。 A Sustainable World
Disaster Mitigation and Life Cycle Management LCC=Ci + Cm + Cl + Cr+ Ca LCC:生命周期总成本(Life Cycle Cost); Ci :初始成本(Initial Cost),建设费用; Cm :维护管理成本(Maintaining Cost) ; Cl :损失成本 (Losing Cost); Cr :维修加固成本(Repairing Cost); Ca :拆毁废弃成本(Abandon Cost)。 Performance Initial Performance Damage Maintaining Required Performance • Prediction of damage • Evaluation of maintaining effect Required Life Life Cycle A Sustainable World
Disaster Mitigation and Life Cycle Management LCC=Ci + Cm + Cl + Cr+ Ca LCC:生命周期总成本(Life Cycle Cost); Ci :初始成本(Initial Cost),建设费用; Cm :维护管理成本(Maintaining Cost) ; Cl :损失成本 (Losing Cost); Cr :维修加固成本(Repairing Cost); Ca :拆毁废弃成本(Abandon Cost)。 Performance Initial Performance Damage Maintaining Earthquake disaster Repairing Required Performance • Prediction of earthquake damage • Prediction of earthquake losing • Evaluation of repairing effect Required Life Life Cycle A Sustainable World
Today’s Topic:Disaster Mitigation and Life Cycle Management • Input • Simulator (Model and Tool) • Society Engineering • Information Sharing • Business Motivation A Sustainable World
A Sustainable World RB: Rubber Bearing
A Sustainable World Steel Damper
A Sustainable World Lead Damper
A Sustainable World Isolating and damping effect