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Published byKarin Byrd Modified over 9 years ago
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Nonlinear Analysis of Reinforced Concrete Xuehui AN
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Today’s Agenda Review of last week’s lecture Constitutive Models for RC (I) Today’s Topic
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General Methods Level 3 Constitutive ModelsExperimental Results 2-D RC Members Force-Deformation 2-D RC Members Modeling Level 2 2-D RC stress-strain 2-D Stress RC Plates Modeling Level 1 1-D RC stress-strain Bond 1-D Stress RC Modeling Level 0 Concrete, Reinforcement, Bond, Crack Microstructure, bond Modeling
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General Methods Smeared Average Level 0 Level 1 Level 2 Level 3
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Level 1 Level 2 Level 3 General Methods Smeared Average
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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 Chapter 2
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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
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Strain ----Stress of RC = stress of concrete + stress of steel strain stress
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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
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Today’s Topic: Disaster Mitigation and Life Cycle Management Input Simulator (Model and Tool) Society Engineering –Information Sharing –Business Motivation
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Construction Maintaining / Repair Serving Recycle Cost Management Information Technology Environment Society Life-Cycle-CostLife-Cycle-Management Design Geographic Geological Study Lease Resale Management Insurance Investigation Structural performance evaluation Material study Structural performance study A Sustainable World
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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
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Disaster Mitigation and Life Cycle Management Life Cycle Performance Required Performance Required Life Initial Performance Damage Maintaining 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) 。 Prediction of damage Evaluation of maintaining effect A Sustainable World
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Disaster Mitigation and Life Cycle Management Life Cycle Performance Required Performance Required Life Initial Performance Damage Maintaining 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) 。 Prediction of earthquake damage Prediction of earthquake losing Evaluation of repairing effect Earthquake disaster Repairing A Sustainable World
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Today’s Topic: Disaster Mitigation and Life Cycle Management Input Simulator (Model and Tool) Society Engineering –Information Sharing –Business Motivation A Sustainable World
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RB: Rubber Bearing
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A Sustainable WorldSteel Damper
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A Sustainable WorldLead Damper
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A Sustainable WorldIsolating and damping effect
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