ANALYSIS OF THE FATIGUE STRENGTH OF RESTING NODES OF MULTIPLE-ROPE FRICTION PULLEYS OF A FRAMED SHAFT HEADGEAR
Journal Title: Вісник Національного університету "Львівська політехніка". Серія "Теорія та практика будівництва" - Year 2018, Vol 0, Issue 904
Abstract
The paper comprises the results of the analysis of the fatigue strength of the framed shaft headgear structures, among them a multiple-rope hoisting plant, resting nodes of guide pulleys. The analysis was carried out on the design model consisting of flat and spatial finite elements within the software complex “Ansys Workbrench 14.0”. From the numerical experiments the typical ranges of alternating stresses were fixed in the sub-pulley frames of the semi-hipped headgear; the analysis of the stress-deformed state under dynamic loads was carried out; the behavior of the dynamic stress cycles was found out and on its base the fatigue strength was tested by three techniques: the Building Code II-23-81* (point 9.2*), the Building Code В.2.6-163 (point 1.11.2) and EN1993-1-9-2009 (point 8).
Authors and Affiliations
Volodymyr Kushchenko, O. Nechitailo
Визначення необхідної потужності електричних теплоакумуляційних обігрівачів
The article analyzes the methods proposed for selection of storage heaters. Generally, these methods determine the required power inputs for storage heaters depending on the period of cheap pick-off electricity tariff, s...
Температурна залежність міцніснх показників бетону на основі композиційного цементу
In the article physical and chemical analysis wasstudied the in fluence of zeolite-containing composite cement on the concrete hardening processes and its composition change sunderheating 1000 °С. The presence of blast f...
Investigation of indoor air quality and its impact on human activity - case study
This paper presents the partial results of human presence impact on indoor air quality in a monitored office room. Indoor air temperature, relative humidity and carbon dioxide concentration are recorded in the investigat...
ON ANCHORING OF THE LONGITUDINAL TENSILE REINFORCEMENT IN REINFORCED CONCRETE BEAMS WITHOUT PRE-STRESSING
The character of oblique cracking is significantly influenced by the method and reliability of anchoring of the longitudinal tensile reinforcement on the hinge support beams. In many experimental researches the lack of a...
МІЦНІСТЬ ЗАЛІЗОБЕТОННИХ БАЛОК, ПІДСИЛЕНИХ ПОПЕРЕДНЬО НАПРУЖЕНОЮ АРМАТУРОЮ
This article describes strengthening normal cross-section of reinforced concrete beams with prestressed reinforcement under load. The samples of RC beam with 2100 mm. length, 100 mm width, and 200 mm height was tested. A...