This page contains a Flash digital edition of a book.
Figure 2 Typical comparison, vertical shear and bending.


to be rearranged for FE application. Several tuning options are available which, may as well be used to get the total LCG equal to the FEM determined LCB instead of to the reference LCG. Tis depends on the specific particulars of the project. In case the weight and buoyancy in FEM


are not exactly the same (which will oſten be the case for practical considerations) a balance has to be found in order to model the free floating situation correctly (i.e. no residual reaction forces). Tis can be done by either a hydrostatic correction using a mesh of soſt springs or by correcting the weight distribution through a slightly modified gravity acceleration. Te first option will be the most representative of reality. Finally, the resemblance between FEM


and hydrostatic hull girder loads should be ‘reasonable’. A balance between accuracy and speed of analysis should be pursued on a project basis. Te plots shown in figure 2 offer a typical comparison (vertical shear and bending), which meets Bureau Veritas requirements of deviations in a bending moment of less than 10%[1]. In the plots, ‘PIAS’ refers to the reference hydrostatic calculation, ‘ANSYS’ and ‘AQWA’ are the FE and diffraction tools used, respectively [2 and 3]. In assessing the still water load case, the


shear force distribution should be leading, because it is the most direct representation of the load distribution (i.e. the first integral, without any compromising assumptions). The bending moment distribution is not only the second integration step but, is also prone to more errors due to uncertainties in the neutral line in the FEA and the effect of hydrostatic end loads on the bending (which can be substantial). For large hopper dredgers, the effectiveness


of the mid-ship cross section in overall vertical bending is an issue, due to the large opening of the hopper. Figure 3 shows the FEA results of the longitudinal stresses in the mid-ship


Figure 3 The FEA results of the longitudinal stresses in the mid-ship section (looking from aft to fore).


The Naval Architect July/August 2009 39


Feature 2


Page 1  |  Page 2  |  Page 3  |  Page 4  |  Page 5  |  Page 6  |  Page 7  |  Page 8  |  Page 9  |  Page 10  |  Page 11  |  Page 12  |  Page 13  |  Page 14  |  Page 15  |  Page 16  |  Page 17  |  Page 18  |  Page 19  |  Page 20  |  Page 21  |  Page 22  |  Page 23  |  Page 24  |  Page 25  |  Page 26  |  Page 27  |  Page 28  |  Page 29  |  Page 30  |  Page 31  |  Page 32  |  Page 33  |  Page 34  |  Page 35  |  Page 36  |  Page 37  |  Page 38  |  Page 39  |  Page 40  |  Page 41  |  Page 42  |  Page 43  |  Page 44  |  Page 45  |  Page 46  |  Page 47  |  Page 48  |  Page 49  |  Page 50  |  Page 51  |  Page 52  |  Page 53  |  Page 54  |  Page 55  |  Page 56  |  Page 57  |  Page 58  |  Page 59  |  Page 60  |  Page 61  |  Page 62  |  Page 63  |  Page 64  |  Page 65  |  Page 66  |  Page 67  |  Page 68  |  Page 69  |  Page 70  |  Page 71  |  Page 72  |  Page 73  |  Page 74  |  Page 75  |  Page 76  |  Page 77  |  Page 78  |  Page 79  |  Page 80  |  Page 81  |  Page 82  |  Page 83  |  Page 84  |  Page 85  |  Page 86  |  Page 87  |  Page 88