Numerical Investigation on the Ultimate Strength of Box Beams with Impact Damage
Wei Xu , C. Guedes Soares
Journal of Marine Science and Application ›› 2020, Vol. 19 ›› Issue (4) : 705 -716.
Numerical Investigation on the Ultimate Strength of Box Beams with Impact Damage
The objective of this paper is to study the residual ultimate strength of box beams with impact-induced damage, as a model of what may occur in ship hulls. The bottom and side plates of ship hulls can suffer denting or fracture damage due to grounding, collision and other contacts during the ship’s service life and these impact-induced damages could result in considerable strength degradation. Box beams are firstly subjected to impact loading and then four-point bending loading is imposed on the damaged structures to assess the residual strength using ANSYS/LS_DYNA. The ultimate moment and collapse modes are discussed considering the effect of impact location. The impact-induced deformation is introduced in the four-point bending simulation, and the impact-induced stress is included or not to determine the effect of residual stress and distortion after impact. It is shown that impact location has significant influence on the residual ultimate bending moment of the damaged box beam providing that the impact energy is kept constant. The collapse modes also change when the impactor strikes on different locations. Damaged hard corner and inclined neutral axes might explain the reduction of ultimate strength and diverse collapse modes. The residual stress in the box beam after impact may increase or decrease the ultimate strength depending on impact location.
Impact tolerance / Box beam / Four-point bending / Ultimate moment / Impact location
| [1] |
|
| [2] |
Benson S, Syrigou M, Leelachai A, Dow RS (2016) An extended progressive collapse method for damaged ships. In: Cho SR, Shin HK, Choung J, Jung RT (eds) Collision and grounding of ships and offshore structures. Society of Naval Architects of Korea, Korea, pp 311–318 |
| [3] |
|
| [4] |
|
| [5] |
Dow RS, Hugill RC, Clark JD, Smith CS (1981) Evaluation of ultimate ship hull strength. SNAME Symposium on Extreme Loads Response, Arlington: 133–148 |
| [6] |
Dow RS (1991) Testing and analysis of 1/3-scale welded steel frigate model. Proc. International Conference on Advances in Marine Structures. Dunfermline, Scotland: 749–973 |
| [7] |
|
| [8] |
|
| [9] |
|
| [10] |
|
| [11] |
|
| [12] |
|
| [13] |
|
| [14] |
|
| [15] |
|
| [16] |
|
| [17] |
Jones N (1981) Structural impact. Cambridge University Press |
| [18] |
|
| [19] |
|
| [20] |
|
| [21] |
|
| [22] |
|
| [23] |
|
| [24] |
|
| [25] |
|
| [26] |
|
| [27] |
|
| [28] |
Notaro G, Kippenes J, Amlashi H, Russo M, Steen E (2010) Residual hull girder strength of ships with collision or grounding damages, Proc. 11th International Symposium on Practical Design of Ships and Other Floating Structures, Rio de Janeiro, Brazil |
| [29] |
|
| [30] |
|
| [31] |
|
| [32] |
|
| [33] |
Reckling KA (1979) Behavior of box girders under bending and shear. Proceedings of the 7th International Ship and Offshore Structures Congress (ISSC). Paris, France: II.2. 46-49 |
| [34] |
Smith CS (1977) Influence of local compressive failure on ultimate longitudinal strength of a ship’s hull. Proc. of 3rd International Symposium on practical Design in shipbuilding. Tokyo:73–79 |
| [35] |
|
| [36] |
Saad-Eldeen S, Garbatov Y, Guedes Soares C (2010) Experimental assessment of the ultimate strength of a box girder subjected to four-point bending moment. Proc. of the 11th International Symposium on Practical Design of Ships and other Floating Structures (PRADS2010) |
| [37] |
|
| [38] |
|
| [39] |
|
| [40] |
|
/
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|
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