نوع مقاله : مقاله پژوهشی
نویسندگان
1 دانشکده مهندسی مکانیک- دانشگاه صنعتی خواجه نصیرالدین طوسی
2 دانشکده مهندسی مکانیک - دانشگاه صنعتی خواجه نصیرالدین طوسی
3 دانشکده مهندسی مکانیک - دانشگاه صنعتی امیرکبیر
4 دانشکده مهندسی مکانیک- دانشگاه صنعتی امیرکبیر
چکیده
کلیدواژه‌ها
عنوان مقاله [English]
نویسندگان [English]
Conical shells \ are of \ interests \ to \ many \ engineering \ branches. These shells are usually used as components for bearing pressure. For instance, in civil engineering applications, structures like; silos, pressure vessels, tanks, cooling towers and chimneys, involve conical shells in their constructions. Large conical tubes have a transition cone between two cylinders of different diameter. Conical reducers are used in oil transfer tubes for connecting two cylinder pipes of different diameter, and in places that do not fit the flange. Thus, these structures could be modeled as conical shells under internal pressure loading. Also, in the field of marine engineering, a body of submarines could be modeled as cylindrical shells with rigid reinforcement rings that are blocked by a truncated cone. In the field of aerospace engineering, a spacecraft cabin can also be considered a conical shell. In two recent applications, the model of conical shells is under external pressure. Therefore, due to the use of these structures, their analysis under pressure loads is essential and must be considered.In \ this \ paper, the \ plastic \ behavior of \ thin-walled \ ylindrical-truncated conical shells under static internal pressure will be investigated analytically. Towards this aim, the material behavior is assumed rigid-perfectly plastic, and a common rectangular surface has been used as the yielding criterion composed of stress resultants, $M_\theta$ and $N_\varphi$. According to the present approach, three asic echanisms have been defined for structural collapse. These include cone-part collapse, collapse with two plastic hinges and collapse with three plastic hinges, each of which caused structural collapse, based on geometrical specifications. Variation of the pressure collapse of the structure has been depicted versus different cylinder-part or cone-part lengths, graphically. The changing of the collapse mechanism occurs in a particular cylinder-part or cone-part length, such that the collapse pressures approach asymptotic values (pressure collapse of completely cylindrical or conical shells)
کلیدواژه‌ها [English]
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