title: ÐÑÐ¾Ð²ÐµÑÐ¾ÑÐ½ÑÐ¹ ÑÐ°ÑÑÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð¿Ð¾Ð´Ð²ÐµÑÐºÐ¸ ÐºÑÐ°Ð½Ð° Ñ Ð´Ð²ÑÐ¼Ñ Ð±Ð»Ð¾ÐºÐ°Ð¼Ð¸
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð±Ð°ÐºÐ°Ð»Ð°Ð²ÑÐ°
titleType: Subtitle
title: Verification calculation of the crane suspension structure with two blocks
Creators: name: ÐÑÐºÐ¾Ð²Ð°, ÐÐ½Ð½Ð°
Publisher: name: Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÑÐºÐ¸Ð¹ Ð¿Ð¾Ð»Ð¸ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ½Ð¸Ð²ÐµÑÑÐ¸ÑÐµÑ ÐÐµÑÑÐ° ÐÐµÐ»Ð¸ÐºÐ¾Ð³Ð¾
Year: 2021
Subjects: ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ñ Ð¿Ð¾Ð´Ð²ÐµÑÐºÐ¸ ÐºÑÐ°Ð½Ð° Ñ Ð´Ð²ÑÐ¼Ñ Ð±Ð»Ð¾ÐºÐ°Ð¼Ð¸
ÑÑÐ°ÑÐ¸ÑÐµÑÐºÐ¸Ð¹ Ð°Ð½Ð°Ð»Ð¸Ð·
creo parametric
ansys workbench
crane suspension with two blocks
static analysis

description: Ð¦ÐµÐ»Ñ Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ â Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ Ð¿ÑÐ¾Ð²ÐµÑÐ¾ÑÐ½Ð¾Ð³Ð¾ ÑÐ°ÑÑÑÑÐ° Ð½Ð° Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð¿Ð¾Ð´Ð²ÐµÑÐºÐ¸ ÐºÑÐ°Ð½Ð° Ñ Ð´Ð²ÑÐ¼Ñ Ð±Ð»Ð¾ÐºÐ°Ð¼Ð¸ Ð¿ÑÐ¸ ÑÐ°Ð±Ð¾ÑÐµÐ¹ Ð³ÑÑÐ·Ð¾Ð¿Ð¾Ð´ÑÑÐ¼Ð½Ð¾ÑÑÐ¸ Ð² 1Ñ, Ð° ÑÐ°ÐºÐ¶Ðµ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ Ð¾Ð¿ÑÐ¸Ð¼Ð¸Ð·Ð°ÑÐ¸Ð¸ Ð¿Ð¾ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ð¼ ÑÑÐ°ÑÐ¸ÑÐµÑÐºÐ¾Ð³Ð¾ Ð°Ð½Ð°Ð»Ð¸Ð·Ð°. Ð ÑÐ°Ð±Ð¾ÑÐµ Ð±ÑÐ»Ð¾ Ð¸Ð·ÑÑÐµÐ½Ð¾ ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ð¾ Ð¿Ð¾Ð´Ð²ÐµÑÐºÐ¸ Ð¸ Ð¼ÐµÑÐ¾Ð´Ñ ÐµÑ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ. ÐÐµÑÐ¾Ð´ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð´ÐµÑÐ°Ð»ÐµÐ¹ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½ Ð½Ð° ÑÐ°ÑÑÑÑÐµ Ð³Ð°Ð±Ð°ÑÐ¸ÑÐ¾Ð² ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð¸Ð· ÑÑÐ»Ð¾Ð²Ð¸Ð¹ Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÐ¸ Ð¸ Ð¶ÑÑÑÐºÐ¾ÑÑÐ¸. ÐÐµÐºÐ¾ÑÐ¾ÑÑÐµ ÑÐ»ÐµÐ¼ÐµÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð´Ð¾Ð»Ð¶Ð½Ñ Ð¾ÑÐ²ÐµÑÐ°ÑÑ ÑÑÐµÐ±Ð¾Ð²Ð°Ð½Ð¸ÑÐ¼ Ð³Ð¾ÑÑÐ´Ð°ÑÑÑÐ²ÐµÐ½Ð½ÑÑ ÑÑÐ°Ð½Ð´Ð°ÑÑÐ¾Ð² (ÐÐÐ¡Ð¢). ÐÐ¾ÑÑÑÐ¾ÐµÐ½Ð¸Ðµ Ð´ÐµÑÐ°Ð»ÐµÐ¹, ÐºÐ°Ðº Ð¸ ÑÐ°Ð¼Ð¾Ð¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸, Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½Ð¾ Ñ Ð¿Ð¾Ð¼Ð¾ÑÑÑ Ð¸Ð½Ð¶ÐµÐ½ÐµÑÐ½Ð¾Ð³Ð¾ Ð¿Ð°ÐºÐµÑÐ° Creo Parametric. ÐÐ½Ð°Ð»Ð¸Ð· ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð¸ Ð¿Ð¾Ð´Ð³Ð¾ÑÐ¾Ð²ÐºÐ° Ðº Ð½ÐµÐ¼Ñ Ð±ÑÐ»Ð¸ Ð¸ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ñ Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ðµ Ansys Workbench. Ð Ð¿Ð¾Ð´Ð³Ð¾ÑÐ¾Ð²ÐºÐµ Ðº Ð°Ð½Ð°Ð»Ð¸Ð·Ñ Ð¾ÑÐ½Ð¾ÑÑÑ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ ÑÐ°Ð³Ð¸: Ð²ÑÐ±Ð¾Ñ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð¾Ð², ÑÐ¾Ð·Ð´Ð°Ð½Ð¸Ðµ ÐºÐ¾Ð½ÑÐ°ÐºÑÐ½ÑÑ Ð¿Ð°Ñ, Ð³ÐµÐ½ÐµÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ ÑÐµÑÐºÐ¸ ÐºÐ¾Ð½ÐµÑÐ½ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð², Ð·Ð°Ð´Ð°Ð½Ð¸Ðµ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº. ÐÐ¾ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ð¼ ÑÑÐ°ÑÐ¸ÑÐµÑÐºÐ¾Ð³Ð¾ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° Ð±ÑÐ»Ð¾ ÑÐµÑÐµÐ½Ð¾ Ð¾Ð±Ð»ÐµÐ³ÑÐ¸ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ñ Ð·Ð° ÑÑÑÑ Ð¸Ð·Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ ÑÐ¾ÑÐ¼Ñ Ð±Ð»Ð¾ÐºÐ¾Ð² Ð¸ ÑÐ¼ÐµÐ½ÑÑÐµÐ½Ð¸Ñ ÑÐ¾Ð»ÑÐ¸Ð½Ñ ÑÑÐº Ð¿Ð¾Ð´Ð²ÐµÑÐºÐ¸. ÐÐµÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ ÑÐ´Ð°Ð»Ð¾ÑÑ ÑÐ¼ÐµÐ½ÑÑÐ¸ÑÑ Ð½Ð° 8 ÐºÐ³, Ð±ÐµÐ· ÐºÑÐ¸ÑÐ¸ÑÐ½ÑÑ Ð¸Ð·Ð¼ÐµÐ½ÐµÐ½Ð¸Ð¹ Ð¿Ð¾ Ð²Ð¾Ð·Ð½Ð¸ÐºÐ°ÑÑÐ¸Ð¼ Ð² ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð¸ÑÐ¼, Ð¿ÐµÑÐµÐ¼ÐµÑÐµÐ½Ð¸ÑÐ¼ Ð¸ ÑÐ¿ÑÑÐ³Ð¸Ð¼ Ð´ÐµÑÐ¾ÑÐ¼Ð°ÑÐ¸ÑÐ¼. ÐÐµÐºÐ¾ÑÐ¾ÑÑÐµ ÑÐ¸ÑÑÐµÐ¼Ñ Ð°Ð²ÑÐ¾Ð¼Ð°ÑÐ¸Ð·Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð³Ð¾ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¸Ð¼ÐµÑÑ Ð¸Ð½ÑÐµÐ³ÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð½ÑÐµ Ð¿ÑÐ¸Ð»Ð¾Ð¶ÐµÐ½Ð¸Ñ, Ð¿Ð¾Ð·Ð²Ð¾Ð»ÑÑÑÐµÐµ Ð¾Ð¿ÑÐ¸Ð¼Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°ÑÑ Ð¼Ð½Ð¾Ð³Ð¸Ðµ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÑ. Ð¢ÐµÐ¼ Ð½Ðµ Ð¼ÐµÐ½ÐµÐµ, Ð² Ð¿ÑÐ°ÐºÑÐ¸ÐºÐµ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð°ÐºÑÑÐ°Ð»ÑÐ½ÑÐ¼Ð¸ Ð¾ÑÑÐ°ÑÑÑÑ Ð¸Ð½Ð¶ÐµÐ½ÐµÑÐ½ÑÐµ ÑÐ°ÑÑÑÑÑ, ÐºÐ¾ÑÐ¾ÑÑÐµ Ð²ÑÐ¿Ð¾Ð»Ð½ÑÑÑÑÑ Ð² ÐºÐ°ÑÐµÑÑÐ²Ðµ Ð¿ÑÐ¾Ð²ÐµÑÐ¾ÑÐ½ÑÑ.
description: The topic of the final qualified work is a test calculation for the strength of a crane suspension with two blocks. The suspension is a subject of research. The purpose of the work is to test the strength of the suspension of a crane with two blocks with a working lifting capacity of 1 ton, as well as to carry out optimization based on the results of static analysis. In the work, the suspension device and methods of its design were studied. The design method of parts is based on calculating the dimensions of the structure from strength and stiffness. Some structural elements meet the requirements of state standards. The construction of the parts, as well as the structure itself, was performed using the Creo Parametric engineering package. The design analysis and preparation was performed in the Ansys Workbench program. Preparation for analysis includes the following steps: selection of materials, creation of contact pairs, generation of a mesh of finite elements, loads. Based on the results of static analysis, it was decided to lighten the structure by changing the shape of the suspension blocks of thickness cover. The weight of the structure was reduced by 8 kg. Some CAD systems have integrated applications to optimize many parameters. However, as a matter of fact, in the practice of designing, actual engineering calculations that are performed in the verifiable ones.