Advances in Steel and Steel-Concrete Composite Structures : Bridging Science and Industry.

Format:

Book

Author/Creator:

Lorenc, Wojciech.

Contributor:

Czepiżak, Dariusz.

Kozioł, Piotr.

Giżejowski, Marian A.

Marcinowski, Jakub.

Hotała, Eugeniusz.

Language:

English

Physical Description:

1 online resource (545 pages)

Edition:

1st ed.

Place of Publication:

Milton : CRC Press LLC, 2025.

Summary:

Advances in Steel and Steel-Concrete Composite Structures: Bridging Science and Industry presents the proceedings of the 15th International Conference on Metal Structures (ICMS 2025), held on May 28-30, 2025 in Wrocław, Poland.

Contents:

Cover

Title Page

Copyright

Table of Contents

Preface

Committees

From material properties to complex structures

Cable structures: Complex assessment based on the theory, codes and experience

1 Introduction

2 Modern Cable Structures: Case Study

3 Technical Assessment of the Structures

4 Conclusions

Acknowledgments

References

Experimental verification of post-fire brittleness for S355J2+N structural steel

2 Instrumented Charpy Impact Test as a Basis for Drawing Conclusions Regarding Post-Fire Brittleness of Considered Steel

3 The Tests of Post-Fire Susceptibility to Brittle Fracture Exhibited by the S355J2+N Steel Grade, Conducted at Cracow University of Technology

4 Interpretation of the Obtained Results

5 Concluding Remarks

The role of weathering steel in modern bridge design

2 Design and Detailing

3 Application of WS in Bridge Structures

Proposed cold deformation limitation for steel I-beams made of S460M

2 Preparation of Test Items

3 Materials Research

4 Analysis of the Results

5 Summary and Conclusions

Determination of the strength of historical structural steels based on Brinell hardness

2 The Relationship Between the Brinell Hardness and Strength of Historical Steels

3 Estimation of Steel Strength Parameters Based on Brinell Hardness

4 Selected Examples of Determining the Design Strength of Historical Steels in Building Structures

5 General Remarks and Conclusions

Vierendeel frame as steel roof girder for large-span halls

2 Vierendeel Frame

3 Design and Comparative Analysis of Frame Nodes

4 Example of Vierendeel Frame Applications

5 Conclusions

References.

Stability and buckling in steel structures

Buckling behaviour of longitudinal stiffened plates under biaxial loading: Investigations of the last years

2 Incremental Launching of Steel and Composite Bridges

3 Current Design Rules in Europe and Germany - EN 1993-1-5

4 Measuring imperfections at Thulba Viaduct

5 Experimental Investigations

6 Investigations on the V-factor experimentally and numerically

7 Numerical Investigation

8 Comparison of the Numerical Results with the Reduced Stress Method

9 Consideration of an Eccentric Load Introduction in the Buckling Verification

10 Discussion of the Results

11 Conclusion

Webs with two longitudinal stiffeners: Real imperfections and selected modeling problems

1 Real Geometric Imperfections of Longitudinal Stiffened Panels

2 Numerical Calculations of Webs With Real Imperfections

3 Conclusions

Influence of imperfections on failure temperature of non-uniformly heated steel plate girders with slender section

2 Experimental Study

3 Computer Modeling

4 The Results and Their Discussion

Influence of vertical stiffening ribs on the stability of tapered I-beams

2 Potential Energy of the Tapered Cross-Section Beam

3 Solution for Critical Buckling Loads of Tapered I-Beams With Stiffener Ribs

4 Application

Experimental verification of lateral-torsional buckling of steel H-beams with tapered flanges

2 Model of Bisymmetric Flange-Tapered H-Beam

3 Experimental Test on Flange-Tapered H-Beam Under Point Load

Flexural-torsional buckling of steel monosymmetric I-shape section members

1 Introduction.

2 Non-Classical Stability Criteria and Analytical Solutions

3 Applications

Analysis of the torsional stiffness of tapered, two-chords steel columns with lacing in a single plane

2 Differential Equations of Warping Torion of Tapered Elements

3 The Differential Equation's of the Warping Torsion of the Built-Up Member Under Consideration

4 Numerical Examples

5 Numerical Calculations

6 Summary and Conclusion

Composite steel-concrete structures

Considerations about slip capacity of composite dowels according to the CEN TS 102: Annex A for floor beam application

1 Introduction and Scope of the Study

2 Theoretical Background

3 Numerical Study with FEM Simulations

4 Proposed Prediction Equations

Composite steel, concrete beams and slabs using fiber reinforced concrete: An example of a completed large structure and delivered benefits

1 Background and Design Conditions

2 Composite Design for Industrial Floors

3 Fiber Concrete Instead of Traditional Reinforced Concrete

4 Summary

The Crocodile steel and concrete hybrid bridge: Experiences from design and construction

1 Crocodile Solution

2 The Bridge Over Kwisa River in Trzebów

3 The Design Issues

4 The Bridge Construction

Evaluation of wind loads on a steel hall frame during erection using CFD analysis

2 Analysis of Steel Building Structure While in Service

3 Analysis of Steel Building Structure Collapse

4 Identification of Wind Loading at the Instant of Collapse By CFD

5 Conclusions Analysis of Structural Stability During Collapse

6 Conclusions

Fire resistance of composite steel truss in concrete (CSTC) beams: Bending moment and vertical shear.

1 Introduction and Motivation

2 Bending Behaviour

3 Vertical Shear Resistance

4 Summary and Outlook

Cyclic behavior of composite beams with puzzle-shaped shear connectors under asymmetric bending

2 Outline of Experiment

3 Results of Cyclic Loading Tests

Local buckling behavior of composite beams with puzzle-shaped shear connectors under asymmetric bending

3 Results of Cyclic Loading Test

4 Conclusion

From heritage analysis to modern composite applications

Steel shell structures for applications in storage of granular materials: Advances in design methods

2 Normative Estimation of Buckling Load Capacity

3 Numerical and Experimental Methods for Assessing the Buckling Capacity of Silos

4 Influence of Bulk Material on the Buckling Capacity of a Silo Wall Made of Profiled Sheets and Columns (Stiffeners)

Vibrations of metal-timber composite beams: A review

2 Dynamic Tests of Metal-Timber Composite Beams

3 Conslusions

Optimization of a steel-timber composite beam using AI

2 Materials and Methods

3 Results and Discussion

Investigations of metal-timber composite beams and connections: A review

2 Aluminium-Timber Composite Beams and Connections

3 Steel-Timber Composite Beams and Connections

4 Conslusions

Vibration of steel-concrete composite beams: A review

2 Steel-Concrete Composite Beams

3 Experimental Studies

4 Numerical Models

Analysis of the relationship between the strength and Brinell hardness of historical steels

2 Samples and the Research Program

3 Non-Destructive Testing of Steel Hardness

4 Destructive Tensile Tests of the Steel Samples

5 Chemical and Microstructure Testing

6 Statistical Analysis of the Research Results

7 General Remarks and Conclusions

Methodology for determining the steel tensile strength of historic steel structures

1 General Informations

2 Description and Results of the Conducted Research

Innovation and monitoring in steel engineering

Analytical review of the behaviour of joints and anchors in scaffolding systems under static and dynamic loads

2 Literature Review

3 Comparing the Energy Absorption, Initial Stiffness, Ductility, and Load-Bearing Capacity in the Joints and Anchors of the Scaffoldings

Assessment of the distribution of external pressure coefficients on a flat roof with a photovoltaic panels

3 Results

4 Discussion

Damping determination in instrumented steel buildings

2 Proposed Method for Damping Coefficient Estimation

3 Validation Against Shake Table Measurements

4 Results and Discussion

New diagnostic solutions for steel structures: Laboratory and industrial applications

2 Plastic Deformation Sensor (PDS)

3 FBG-Based Epsilonpeak

4 Distributed Fibre Optic Sensors (DFOS)

5 Summary

Funding

Deformation mitigation and displacement control in steel scissor structures

2 Adding Extra Cables

3 Nodal Displacement Control of Steel Scissor Structures

Connections in steel structures.

Notes:

Description based on publisher supplied metadata and other sources.

ISBN:

9781003534464

9781040535677

OCLC:

1557749297

Publisher Number:

CIPO000305183