Sing-Ping Chiew – författare

This book is the companion volume to Design Examples for High Strength Steel Reinforced Concrete Columns – A Eurocode 4 Approach.Guidance is much needed on the design of high strength steel reinforced concrete (SRC) columns beyond the remit of Eurocode 4. Given the much narrower range of permitted concrete and steel material strengths in comparison to EC2 and EC3, and the better ductility and buckling resistance of SRC columns compared to steel or reinforced concrete, there is a clear need for design beyond the guidelines. This book looks at the design of SRC columns using high strength concrete, high strength structural steel and high strength reinforcing steel materials – columns with concrete cylinder strength up to 90 N/mm2, yield strength of structural steel up to 690 N/mm2 and yield strength of reinforcing steel up to 600 N/mm2 respectively. The companion volume provides detailed worked examples on use of these high strength materials.This book is written primarily for structural engineers and designers who are familiar with basic EC4 design, and should also be useful to civil engineering undergraduate and graduate students who are studying composite steel concrete design and construction. Equations for design resistances are presented clearly so that they can be easily programmed into design spreadsheets for ease of use.

This book is the companion volume to Design of High Strength Steel Reinforced Concrete Columns – A Eurocode 4 Approach.This book provides a large number of worked examples for the design of high strength steel reinforced concrete (SRC) columns. It is based on the Eurocode 4 approach, but goes beyond this to give much needed guidance on the narrower range of permitted concrete and steel material strengths in comparison to EC2 and EC3, and the better ductility and buckling resistance of SRC columns compared to steel or reinforced concrete. Special considerations are given to resistance calculations that maximize the full strength of the materials, with concrete cylinder strength up to 90 N/mm2, yield strength of structural steel up to 690 N/mm2 and yield strength of reinforcing steel up to 600 N/mm2 respectively. These examples build on the design principles set out in the companion volume, allowing the readers to practice and understand the EC4 methodology easily.Structural engineers and designers who are familiar with basic EC4 design should find these design examples particularly helpful, whilst engineering undergraduate and graduate students who are studying composite steel concrete design and construction should easily gain further understanding from working through the worked examples which are set out in a step-by-step clearly fashion.

This book is the companion volume to Design Examples for High Strength Steel Reinforced Concrete Columns – A Eurocode 4 Approach.Guidance is much needed on the design of high strength steel reinforced concrete (SRC) columns beyond the remit of Eurocode 4. Given the much narrower range of permitted concrete and steel material strengths in comparison to EC2 and EC3, and the better ductility and buckling resistance of SRC columns compared to steel or reinforced concrete, there is a clear need for design beyond the guidelines. This book looks at the design of SRC columns using high strength concrete, high strength structural steel and high strength reinforcing steel materials – columns with concrete cylinder strength up to 90 N/mm2, yield strength of structural steel up to 690 N/mm2 and yield strength of reinforcing steel up to 600 N/mm2 respectively. The companion volume provides detailed worked examples on use of these high strength materials.This book is written primarily for structural engineers and designers who are familiar with basic EC4 design, and should also be useful to civil engineering undergraduate and graduate students who are studying composite steel concrete design and construction. Equations for design resistances are presented clearly so that they can be easily programmed into design spreadsheets for ease of use.

This accessible and practical shortform book details the properties and advantages of high-performance pre-engineered steel-concrete composite beams (HPCBs) for improving the sustainability of construction techniques. It also explains the analysis methods for testing HPCB systems.The authors describe a new HPCB system that has been developed to reduce the input of raw materials and embodied CO2 commonly associated with heavily loaded and long-spanned industrial buildings (which predominately comprise reinforced concrete) and improve the sustainability of the construction process. They provide several resources throughout to facilitate adoption by professionals.Design equations derived from Eurocode 4 approach for ultimate limit state and serviceability limit state and worked examples are included throughout. The authors discuss the feasibility for both materials and the full-scale beams and CO2 reduction methods, including use of recycled concrete aggregate, ground granulated blast-furnace and silica fume to replace natural coarseaggregates and Ordinary Portland Cement. Guidance for testing HPCBs—including setup, test procedure and data collection and interpretation—is also given. The authors also elaborate on recommendations for finite element analysis for HPCBs. Design examples are appended to illustrate typical current practice using a 12 × 12 m grid floor with live load of 15 kPa. Various considerations for different parameters such as fire resistance are discussed. Finally, the authors present a case study of a recently completed industrial building in Singapore to quantify the benefits of using HPCBs over reinforced concrete and conventional composite construction.Structural engineering professionals, whose work relates to long-span and heavy-loading industrial or commercial buildings, will benefit from the detailed guidance and focus on practical applications provided throughout this book. Post-graduate students of advanced steel and composite structures will also benefit from these descriptions.

This accessible and practical shortform book details the properties and advantages of high-performance pre-engineered steel-concrete composite beams (HPCBs) for improving the sustainability of construction techniques. It also explains the analysis methods for testing HPCB systems.The authors describe a new HPCB system that has been developed to reduce the input of raw materials and embodied CO2 commonly associated with heavily loaded and long-spanned industrial buildings (which predominately comprise reinforced concrete) and improve the sustainability of the construction process. They provide several resources throughout to facilitate adoption by professionals.Design equations derived from Eurocode 4 approach for ultimate limit state and serviceability limit state and worked examples are included throughout. The authors discuss the feasibility for both materials and the full-scale beams and CO2 reduction methods, including use of recycled concrete aggregate, ground granulated blast-furnace and silica fume to replace natural coarseaggregates and Ordinary Portland Cement. Guidance for testing HPCBs—including setup, test procedure and data collection and interpretation—is also given. The authors also elaborate on recommendations for finite element analysis for HPCBs. Design examples are appended to illustrate typical current practice using a 12 × 12 m grid floor with live load of 15 kPa. Various considerations for different parameters such as fire resistance are discussed. Finally, the authors present a case study of a recently completed industrial building in Singapore to quantify the benefits of using HPCBs over reinforced concrete and conventional composite construction.Structural engineering professionals, whose work relates to long-span and heavy-loading industrial or commercial buildings, will benefit from the detailed guidance and focus on practical applications provided throughout this book. Post-graduate students of advanced steel and composite structures will also benefit from these descriptions.