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ACKNOWLEDGEMENTS
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TABLE OF CONTENTS
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LIST OF FIGURES
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LIST OF TABLES & LIST OF PHOTOS
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ABSTRACT
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INTRODUCTION
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LITERATURE REVIEW
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Introduction
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Applications of corrugated web plates
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Shear and Bending Behaviour of Steel Girders with Corrugated Webs
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Shear Failure Modes of Corrugated Steel Webs
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Steel yielding of the Web
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Stability of corrugated web
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Local buckling mode
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Global buckling mode
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Interaction between local and global buckling failure modes
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Interaction between all possible failure modes(steel yielding ,local and global buckling)
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EXPERIMENTAL WORK AND ITS ANALYTICAL MODEL
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Experimental Work
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Laboratory Specimens
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Mechanical properties of specimens
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Test procedure
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Instrumentation
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Test Results
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Finite Element Analysis
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Finite Element Results
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Comparison of Test and Finite Element Results
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NONLINEAR ANALYSIS OF CANTILEVER GIRDERS WITH CORRUGATED WEB
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Introduction
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Analytical work
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Girders dimensions
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Loads
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Finite element models
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Geometry and boundary conditions
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Material properties
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Finite element analysis results
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Discussion of results
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Girders models A and B
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Girders models D and E
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Girders models C
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Comparison between finite element and modified Elmetwally equation result
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Post-buckling strength of web girders
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PARAMETERIC STUDY FOR SHEAR FAILURE OF CORRUGATED WEBS AND DESIGN charTS
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Introduction
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Parameters considered
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Material properties
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Boundary condition
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Effect of corrugation geometric characteristics on shear failure modes
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Aspect ratio; web Panel width -to-web height ratio b /hw effect
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Web height-to-thickness ratio (hw/tw)
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Web thickness (tw)
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Web height (hw)
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Corrugation angle effect
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Ratio between inclined to horizontal sub-panel width (?=i/b)
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Design charts for corrugated steel web plates
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SUMMERY AND CONCLUSION
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Conclusion
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Recommendations for future works
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REFERENCES
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ARABIC SUMMARY