Upright Hydrostatics and Strength Analysis of Wave Piercing Hydrofoil;

Bending of thick rectangular plates with adjacent simply supported andtwo-fixed edges under hydrostatic pressure;

Bending of thick rectangular plates with adjacent simply supported,one fixed and one free edges under hydrostatic pressure

In this paper, reciprocal theorem method (RTM) is generalized to solve the problem of bending of thick rectangular plates under hydrostatic pressure based on Reissner's theory.

The simple relationship betWeen ω, βand the hydrostatic stress by using theory of slip line field was gained.

It is pointed out that hydrostatic stress has effects upon shear slip as well as original strength of material, and a shear strength formula is obtained which takes into account the influence of intermediate principal stress on shear strength.

For offering safety guarantee to mining and reducing cease time by use of effective drain measure to make water from settlement could be discharged and speed up the setting and hardening of the slurry,consequently the static water pressure on retaining wall could be decreased.

This paper, based on requirement of Ship and Facility at Sea Statutory Survey Code for bulk carrier s longitudinal strength, transforms the calculating method of the extreme values of actual still water shear force (SWSF) and bending moment (SWBM) into the calculation of linear functional extreme problem under a group of restricted conditions and solves it by the linear programming.

The length beam ratio L P/ B PX is an important parameter affecting the calm water resistance of planing hulls.

In this paper, based on the model tests, the effects of the dead rise angle at afterbody on calm water resistance for deep-Vee hull forms are discussed.