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Fracture and Structural Integrity - Volume 18 / Issue 69

Title
Authors Volume Issue Page Year PKV
Experimental study and mathematical modelling of face milling forces of high-strength high-viscosity shipbuilding steel
Sergey A. Rusanovskiy , Michael P. Khudyakov , Natalya A. Kapustina 18 69 0–0 2024 10.71
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A Numerical Study on Predicting Bond-Slip Relationship of Reinforced Concrete using Surface Based Cohesive Behavior
Minhajul Bari Prince, Debasish Sen 18 69 154–180 2024 14.57
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The Impact of nanoparticles (B4C-Al2O3) on mechanical, wear, fracture behavior and machining properties of formwork grade Al7075 composites
T. B. Prakash, M. Gangadharappa, Santhosh Somashekar, M. Ravikumar 18 69 210–226 2024 6.81
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About Measuring the Stress Intensity Factor of Cracks in Curved, Brittle Shells
Siwen Cao, Andras A. Sipos 18 69 1–17 2024 5.83
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Fatigue behavior of pultruded fiberglass tubes under tension, compression and torsion
Oleg Staroverov, Artur Mugatarov, Anastasia Sivtseva, Elena Strungar, Valeriy Wildemann, Aleksandr Elkin, Ivan Sergeichev 18 69 0–0 2024 10.73
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Civil Structural Health Monitoring and Machine Learning: A Comprehensive Review
Asraar Anjum, Meftah Hrairi, Abdul Aabid, Norfazrina Yatim, Maisarah Ali 18 69 43–59 2024 13.65
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Methodology to minimize the dynamic response of tall buildings under wind load controlled through semi-active magneto-rheological dampers
Francisco da Silva Brandão, Alex Koch de Almeida, Letícia Fleck Fadel Miguel 18 69 89–105 2024 9.81
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Effectiveness of Partial Wrapping of Stainless-Steel Wire Mesh on Compression Behavior of Concrete Cylinders
Sunil Raiyani, Paresh Patel, S Suriya Prakash 18 69 71–88 2024 6.84
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Optimization of clamshell content for improved properties in bamboo-epoxy composites
Anand K J, Thippeswamy Ekbote 18 69 29–42 2024 12.67
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The influence of technological defects on the mechanical behavior of CFRP during buckling under compression based on DIC data and acoustic emission
Stanislav Slovikov, Dmitry Lobanov , Ekaterina Chebotareva, Valeria Melnikova 18 69 60–70 2024 11.73
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