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Foreword; Contents; Demonstration of ECOnomical BRIDGE solutions based on innovative composite dowels and integrated abutments; 1. Introduction; 2. Motivation; 3. Background of the project and state of the art; 4. Resources and partnership; 5. Realized projects in Germany, Poland and Romania; 6. Conclusions; References; The right choice of steel
according to the Eurocode; 1. Introduction; 2. The choice of the steel grade; 2.1 Mechanical properties; 2.2 Ductility; 2.3 Toughness; 2.3.1 Introduction; 2.3.2 The right choice of steel for toughness assessment; 2.3.3 Through thickness properties
3. Weldability of modern steel grades4. Further fabrication of modern fine grain steels; 5. Example of the appliance of modern steels in high rise buildings; 6. Summary; References; Sustainable bridges
LCA for a composite and a concrete bridge; 1. Introduction; 2. Description of the bridges; 3. Description of the LCA; 4. Life Cycle Inventory; 4.1 General; 4.2 LCI of steel elements; 4.3 LCI of concrete; 4.4 LCI of additional processes; 5. Life Cycle Impact Assessment; 5.1 Calculation of environmental burdens; 5.2 Comparison of environmental profiles; 5.3 Contribution analysis; 6. Conclusions
Field measurements at a composite bridge with composite dowels as shear connectors1. Pilot bridge Simmerbach; 1.1 Design and construction; 1.2 Aim of field measurements; 2. Monitoring concept; 3. Rail support points; 3.1 Determination of design values; 3.2 Field measurements; 3.2.1 Test set-up and measurement ; 3.2.2 Measurement results; 4. Local stresses in external reinforcement; 4.1 Determination of design values; 4.2 Field measurements; 4.2.1 Test set-up and measurement ; 4.2.2 Measurement results; 5. Outlook; References
Modern composite bridges by VFT-WIB method in Poland realized at new express road S7 at Olsztynek-Nidzica sector1. Introduction; 2. Road bridges; 3. Crossing for animals PE4; 4. Crossing for animals PE1; 5. Acknowledgement; References; Bridges by VFT method in Poland: state-of-the-art; 1. Introduction; 2. Solutions by VFT method used in Poland; 2.1 Example of single span integral solution; 2.2 Example of 2-span integral solution; 2.3 Example of semi-integral solution; 2.4 VFT by rolled sections; 2.5 Atypical technology of erection; 3. Conclusions
Renewal of old existing small road bridges withmodular system
CASE STUDY Mânărău BRIDGE
according to the Eurocode; 1. Introduction; 2. The choice of the steel grade; 2.1 Mechanical properties; 2.2 Ductility; 2.3 Toughness; 2.3.1 Introduction; 2.3.2 The right choice of steel for toughness assessment; 2.3.3 Through thickness properties
3. Weldability of modern steel grades4. Further fabrication of modern fine grain steels; 5. Example of the appliance of modern steels in high rise buildings; 6. Summary; References; Sustainable bridges
LCA for a composite and a concrete bridge; 1. Introduction; 2. Description of the bridges; 3. Description of the LCA; 4. Life Cycle Inventory; 4.1 General; 4.2 LCI of steel elements; 4.3 LCI of concrete; 4.4 LCI of additional processes; 5. Life Cycle Impact Assessment; 5.1 Calculation of environmental burdens; 5.2 Comparison of environmental profiles; 5.3 Contribution analysis; 6. Conclusions
Field measurements at a composite bridge with composite dowels as shear connectors1. Pilot bridge Simmerbach; 1.1 Design and construction; 1.2 Aim of field measurements; 2. Monitoring concept; 3. Rail support points; 3.1 Determination of design values; 3.2 Field measurements; 3.2.1 Test set-up and measurement ; 3.2.2 Measurement results; 4. Local stresses in external reinforcement; 4.1 Determination of design values; 4.2 Field measurements; 4.2.1 Test set-up and measurement ; 4.2.2 Measurement results; 5. Outlook; References
Modern composite bridges by VFT-WIB method in Poland realized at new express road S7 at Olsztynek-Nidzica sector1. Introduction; 2. Road bridges; 3. Crossing for animals PE4; 4. Crossing for animals PE1; 5. Acknowledgement; References; Bridges by VFT method in Poland: state-of-the-art; 1. Introduction; 2. Solutions by VFT method used in Poland; 2.1 Example of single span integral solution; 2.2 Example of 2-span integral solution; 2.3 Example of semi-integral solution; 2.4 VFT by rolled sections; 2.5 Atypical technology of erection; 3. Conclusions
Renewal of old existing small road bridges withmodular system
CASE STUDY Mânărău BRIDGE