钢螺旋折叠筒仓壁应力-应变状态试验研究

S. Pichugin, V. V. Shulhin, K.O. Oksenenko
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摘要

在戒严令的背景下,乌克兰的农业部门正在遭受重大损失。到2022年5月。乌克兰已经损失了近1 300万吨的升降机容量,一些谷物仓库已被完全摧毁,有些仓库位于被占领土内。在这方面,需要升降机式的储存能力,即预制的、成本效益高的储存能力。这种结构的典型例子是筒仓。对于金属筒仓,有许多设计方案。然而,材料成本的上升导致需要降低结构的材料强度,这鼓励筒仓制造商寻找新型的壳结构。一个轻量级的创新设计,工业筒仓是一个金属螺旋折叠筒仓。本文介绍了钢螺旋折叠筒仓的设计。分析了螺旋折叠筒仓的设计特点对其应力-应变状态的影响。给出了作为实验样品来源的筒仓的特性。考虑了金属螺旋折叠筒仓壁试验研究的样品和设备。描述了实验的各个阶段。样品的加载是通过在0 kN到5.5 kN的静态模式下施加的中心弯曲载荷来完成的。为了确定相对应变,在每个加载阶段后对结构进行卸载。对AVD-4测得的样品相对应变进行了分析。揭示了壁面与折叠锁相互作用和变形的特点。估计了折叠锁的开启程度。得到了极限和非极限状态下的壁面和折叠锁的功特性。实验结果与LIRA-SAPR软件包中的有限元分析结果进行了比较。对螺旋折叠筒仓壁在运行载荷和增加载荷作用下可靠运行的结论进行了验证
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EXPERIMENTAL STUDY OF WALL STRESS-STRAIN STATE OF A STEEL SPIRAL-FOLD SILOS
In the context of martial law, Ukraine's agricultural sector is suffering significant losses. By May 2022. Ukraine has already lost almost 13 million tonnes of elevator capacity, some of the grain warehouses have been completely destroyed, and some are in the occupied territories. In this regard, there is a need for elevator capacities, namely, prefabricated, cost-efficient storage capacities. Such structures are exemplified by silos. There are many design solutions for metal silos. However, the rising cost of materials is causing a need to reduce the material intensity of the structure, which is encouraging cylindrical silo manufacturers to search for new types of shell construction. An innovative design of lightweight, industrial silos is a metal spiral-fold silo. The article describes the design of steel spiral-fold silos. The specifics of the spiral-fold silo design, which affects their stress-strain state, are analysed. The characteristics of the silo that was used as a source of samples for the experiment are given. The samples and equipment for the experimental study of a wall of a metal spiral-fold silo are considered. The stages of the experiment are described. The loading of the samples was performed by a central bending load applied in a static mode in the range from 0 kN to 5.5 kN. To determine the relative strains, the structure was unloaded after each loading stage. The analysis of the sample's relative strains which were measured by AVD-4 is made. The character of interaction and deformation of the wall with the folding lock is revealed. The degree of the folding lock opening was estimated. The character of work of the wall and the folding lock in the limit and non-limit states is obtained. A comparison of experimental results with finite element analysis in the LIRA-SAPR software package was performed. The conclusion about the reliable operation of the wall of a spiral-fold silo under operational and increased loads is substantiated
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THE FEATURES OF DETERMINATION OF SEISMIC LOADS ON STEEL SILOS WITH A FLAT BOTTOM ACCORDING TO DBN V.2.6-221:2021 REGARDING THE IMPROVEMENT OF CURRENT NORMATIVE DOCUMENTS FOR THE CALCULATION OF BENDING WOODEN ELEMENTS AND STRUCTURES THE DECREASE IN THE LEVEL OF CORROSION HAZARD IN THE RATIONAL DESIGN OF METAL STRUCTURES GENERALIZED MODEL OF THE ACTUAL WORK OF DECIDOUS AND CONIFEROUS WOOD UNDER AXIAL COMPRESSION ALONG THE FIBERS INFLUENCE OF BOLTED SPLICE CONNECTIONS ON THE GLOBAL BEHAVIOUR OF STEEL LATTICE TELECOMMUNICATION TOWERS
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