1952
DOI: 10.1016/0016-0032(52)90674-1
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Some studies of the impact of vee wedges on a water surface

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1973
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Cited by 40 publications
(17 citation statements)
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“…At the onset of the impact, the pile-up coefficient tends to π=2 for all the geometries except of the cylinder (gray lines), in which case the initial value is ffiffiffi 2 p , as one can could compute by taking a series expansion of Wagner condition for small penetration depths following Faltinsen (2006). As expected from observations in Bisplinghoff and Doherty (1952) and Mei et al (1999), the pile-up coefficient is generally overestimated with respect to experimental results in Fig. 10.…”
Section: Analysis Of the Impact Dynamics Using The Modified Logvinovimentioning
confidence: 47%
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“…At the onset of the impact, the pile-up coefficient tends to π=2 for all the geometries except of the cylinder (gray lines), in which case the initial value is ffiffiffi 2 p , as one can could compute by taking a series expansion of Wagner condition for small penetration depths following Faltinsen (2006). As expected from observations in Bisplinghoff and Doherty (1952) and Mei et al (1999), the pile-up coefficient is generally overestimated with respect to experimental results in Fig. 10.…”
Section: Analysis Of the Impact Dynamics Using The Modified Logvinovimentioning
confidence: 47%
“…In this context, experimental data by Greenhow (1987) offered evidence that the pile-up coefficient of flat wedges does not vary during impact, even if the wedge decelerates as a result of the fluid-structure interaction. However, Wagner's prediction has been shown to often overestimate the pile-up coefficient of flat wedges (Bisplinghoff and Doherty, 1952) and lose accuracy as the deadrise angle increases (Mei et al, 1999). Notably, the implementation of Wagner condition on curved bodies indicates that the pile-up coefficient varies during the impact as a function of both the impact dynamics and the geometry (Faltinsen, 2006).…”
Section: Introductionmentioning
confidence: 97%
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“…In this work Monaghan also provided a brief survey on the various assumptions that are made in the application of added mass theories. Similarly Bisplinghoff [16] undertook a survey on the progress and status of twodimensional wedge impact. Theory was developed for the determination of the shape of the free surface, again based upon Wagner's [4] solution.…”
Section: Early Investigations Into Water Entrymentioning
confidence: 99%
“…Bisplinghoff & Doherty [64] carried out free-fall experiments and derived the impact force from the deceleration of the test section. The wetted length of the wedge during the impact was studied using a high-speed film camera that was able to shoot 1500 frames per second.…”
Section: Experimental Techniquesmentioning
confidence: 99%