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Master's Thesis
Author of thesis: Bc. Adham Sleiman
Acad. year: 2025/2026
Supervisor: doc. Ing. Ivo Jebáček, Ph.D.
Reviewer: Ing. Petr Augustin, Ph.D.
This thesis presents an analytical and literature-based comparison of the fatigue behavior of bending-loaded and tensile-loaded thin-walled welded joints. The main focus is the difference in through-thickness stress distribution between axial tensile loading and bending loading, and how this difference affects the interpretation of fatigue resistance in welded details. Under axial tensile loading, the nominal stress is approximately uniform through the plate thickness, while under bending loading the maximum stress occurs at the surface and decreases toward the neutral axis. This distinction is important for weld-toe fatigue, since a crack initiated under bending may propagate into a region of lower stress range, whereas a crack under axial tension remains exposed to a more uniform stress range. The thesis reviews fatigue mechanisms, welded-joint fatigue assessment approaches, and relevant design concepts from EN 1993-1-9, IIW recommendations, ISO 14347, BS 7608, and published studies. Particular attention is given to the BS 7608 / Maddox thickness and bending correction concept, which is used to perform a parametric analytical comparison of plate thickness and degree of bending. The analysis shows that bending-loaded fatigue data may include a beneficial stress-gradient effect and should not be directly treated as equivalent to tensile-loaded fatigue data without considering the loading mode, plate thickness, welded detail, and crack path. Weld-toe geometry and relative stress gradient are also discussed as additional factors affecting local fatigue behavior. In the final part of the thesis, a symmetrical non-load-carrying cruciform welded specimen made from S355J2 steel is proposed for future axial tensile fatigue testing. The proposed methodology defines specimen geometry, welding documentation, strain gauge placement, secondary bending control, fatigue loading regime, failure criteria, run-out treatment, and S–N curve construction. The thesis provides a practical basis for future experimental work aimed at generating tensile fatigue data for thin-walled welded joints.
Welding, welded joints, fatigue behavior, tensile loading, bending loading, thin-walled structures, stress gradient, weld toe, S–N curve, BS 7608, cruciform specimen.
Date of defence
11.06.2026
Result of the defence
Defended (thesis was successfully defended)
Grading
D
Process of defence
Student presented the outcomes, which he achieved in his thesis. Then, the committee heard the supervisor´s and reviewer´s report of master´s thesis. There were no direct questions from the reviewer in the report. Therefore, the committee asked several questions about presented experimental data, evaluation of thesis, fatigue predictions, effect of welding methods, preferred MAG welding method, location of stress concentrations, residual stresses, utilization on aircraft structure, mistakes in schemes, use of strain gauge rosette, achievement of stress data and test standardization. The student answered these questions partially, with support, for the committee’s satisfaction. After this, the committee decided to evaluate the master´s thesis defense with the grade Satisfactory D.
Language of thesis
English
Faculty
Fakulta strojního inženýrství
Department
Institute of Aerospace Engineering
Study programme
Aerospace Technology (N-AST-A)
Composition of Committee
doc. Ing. Jaroslav Juračka, Ph.D. (předseda) doc. Ing. Ivo Jebáček, Ph.D. (místopředseda) doc. Ing. Jiří Hlinka, Ph.D. (člen) doc. Ing. Pavel Zikmund, Ph.D. (člen) Ing. Miroslav Šplíchal, Ph.D. (člen)
Supervisor’s reportdoc. Ing. Ivo Jebáček, Ph.D.
Grade proposed by supervisor: C
Reviewer’s reportIng. Petr Augustin, Ph.D.
Grade proposed by reviewer: B
Responsibility: Mgr. et Mgr. Hana Odstrčilová