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预应力混凝土风机塔架结构安全性影响因素研究

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预应力混凝土塔架较钢制塔架具有更高的抗疲劳特性及稳定性,能够满足复杂地形的建设需求.基于现场监测数据,利用混凝土塑性损伤模型对塔架结构进行全尺寸建模,通过对比监测数据与数值仿真结果,研究了预应力损失、混凝土劣化及表观缺陷等因素对塔架结构力学性能的影响规律.结果表明,预应力混凝土塔架结构安全受多种因素影响,随着结构的劣化塔架刚度逐渐软化,低阶振型对结构共振的影响较大,塔架结构损伤形式趋向于受拉破坏.
Research on Safety Influence of Prestressed Concrete Wind Turbine Tower Structure
Compared to steel towers,prestressed concrete towers exhibit higher fatigue stability and can meet the construction requirements of complex terrains.Based on on-site monitoring data,a full-scale modeling of the tower struc-ture was performed using a concrete plastic damage model.By comparing the monitoring data with numerical simulation results,the influence of factors such as prestress loss,concrete deterioration,and apparent defects on the mechanical per-formance of the tower structure was investigated.The results indicate that the safety of prestressed concrete towers is in-fluenced by multiple factors.As the structure deteriorates,the stiffness of the tower gradually softens,and low-order modes have a significant impact on structural resonance.The damage mode of the tower structure tends to be tensile failure.

concrete towerprestress lossconcrete deteriorationvisual defectsplastic damage

张俊俊、甄理、黄昊、孙林远、刘志鹏、陈改新

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中国水利水电科学研究院 流域水循环模拟与调控国家重点验室,北京 100038

中国水利水电科学研究院 水利部水工程材料重点实验室,北京 100038

水利部产品质量标准研究所,浙江 杭州 310024

混凝土塔架 预应力损失 混凝土劣化 表观缺陷 塑性损伤

中国水科院基本科研业务费项目中国水科院基本科研业务费项目

SM0145B042021SM0145B252019

2024

水电能源科学
中国水力发电工程学会 华中科技大学 武汉国测三联水电设备有限公司

水电能源科学

CSTPCD北大核心
影响因子:0.525
ISSN:1000-7709
年,卷(期):2024.42(5)
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