共查询到18条相似文献，搜索用时 46 毫秒
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开发了风力机地震仿真平台SAF(Seismic Analysis Framework),以DTU 10 MW海上风力机为研究对象,建立其地震激励下的动力仿真模型,分析4种水深(20～50 m)时20组不同强度地震、额定风速湍流风与波浪流联合作用下风力机塔架动力响应。研究表明:地震作用对横向塔顶位移及横向平面内的塔基弯矩影响较大,来流方向塔顶位移及来流平面内的塔基弯矩主要受湍流风影响;在存在地震激励时,塔架不同高度处位移、剪切力及弯矩响应均大于湍流风与波浪流作用时;地震强度较弱时,不同水深处风力机塔顶位移与弯矩差距较小,但塔基弯矩随着水深的增大而增大;地震强度较大时,水深对风力机塔顶位移与塔基弯矩影响很大,相同地震强度的响应深水大于浅水。 相似文献
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为研究海上风力机在不同地震冲击角下的动力学响应,基于p-y曲线法构建土-构耦合模型,基于DTU 10 MW 单桩式近海风力机建立有限元模型,研究地震冲击角变化对大型海上风力机地震动力学响应的影响。结果表明：0°和90°地震冲击角下风力机结构受载荷响应最剧烈;当地震冲击角为锐角时,塔顶前后向和侧向位移幅值均下降,总应变能集聚现象显著缓解;地震冲击角为15°和30°时风力机等效应力均值相对其他角度有明显下降。因此,主动调整风力机叶轮朝向以调整地震冲击角可能成为风力机受地震冲击后降低损害的有效控制方式。 相似文献
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为研究地震载荷与风载荷联合作用下的大型风力机结构动力学响应,本文研究分别以Wind PACT 1.5 MW和NREL 5 MW风力机为研究对象,采用EI Centro 6.9级地震为输入激励,通过改进版的开源软件FAST(风电载荷仿真软件)计算风力机在正常运行、紧急停机和一直停机3种运行方式下的塔顶振动和塔架结构荷载情况,结果表明:地震载荷极大加剧了塔顶振动,机舱加速度峰值增大2倍以上。紧急停机操作可减小塔尖位移,一定程度上可以保护风力机结构安全。地震载荷主要增大了塔架一阶固有频率及其二倍频的振动。6.9级地震与额定风载荷联合作用下,NREL 5MW风力机塔基弯矩设计需求为159 MN·m,略大于极限风载荷作用。说明地震常发地区,塔架结构强度设计必须考虑地震载荷作用。 相似文献
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为研究湍流风与地震联合作用下风力机塔架动力响应规律,以AOC 50 kW、WindPACT 1.5 MW和NREL 5 MW 3种不同容量风力机为研究对象,考虑土-构耦合模型效应,基于开源软件FAST预留数据接口,编译地震载荷计算模块,建立了湍流风与地震激励实时耦合的动力仿真模型。基于ASCE标准地震反应谱,得到20种不同强度的地震加速度,计算了不同强度地震与湍流风联合作用下的风力机塔架动力学响应。结果表明:地面加速度峰值(Peak Ground Acceleration,PGA)为0.3g时,湍流风与地震联合作用对塔基剪切力和弯矩影响较大;随地震强度的增大,塔架不同高度处的最大弯矩与高度之间的关系逐渐由线性转变为非线性;发现国际电工委员会(International Electrotechnical Commission,IEC)和美国风能协会/美国土木工程师协会(American Wind Energy Association/The American Society of Civil Engineers,AWEA/ASCE)对地震载荷与风载荷共同作用下的载荷预估模型结果误差较大,并提出了新的高精度模型,可为风力机塔架载荷预估及预防地震风险提供一定的参考。 相似文献
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风力机叶片动力学响应分析 总被引：2，自引：0，他引：2
该文发展了一种适用于风力机叶片的动力学响应计算方法,该方法考虑到叶片的实际工作状况及计算量的大小,选用修正的动量叶素理论和梁单元作为流体和结构模型,并将动态失速模型与动量叶素理论结合计算气动力;以Marc通用有限元计算程序为基础平台,将气动力计算程序写入子程序中,并根据子程序的调用特点,实现了在每个增量步中气动和结构边界条件的相互交换。最后给出计算算例,得到的计算结果与实际使用情况相符合。 相似文献
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针对风力机不断向大型化发展的趋势,导致结构柔度增加,气弹耦合特性和振动增强,研究了大型风力机高效精确的气弹响应分析方法。为了更准确模拟大型风力机气流沿叶片展向的三维流动现象,采用螺旋尾涡升力线模型代替传统叶素动量理论,建立了叶片气动载荷分析模型,进而结合风力机多体系统动力学模型,构建了机组的气弹耦合动力学方程和数值求解方法。以某10 MW风力机叶片为例,研究了稳态风况下不同风速的叶片气动性能,以及有效攻角、切向力等沿叶展方向的分布特点,并与采用修正叶素动量理论的气弹分析程序（HAWC）对比,结果表明,升力线理论无需引入经验修正模型即能获得叶素动量理论经修正后的分析精度。最后,通过非稳态风况下风力机的气弹响应分析,证明本文方法对大型风力机气弹耦合分析的有效性和准确性。 相似文献
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为研究不同土质时地震载荷对大型风力机结构动力学响应的影响,基于Wolf方法建立风力机基础平台与土体的耦合模型,通过FAST软件仿真Wind PACT 1.5 MW风力机在不同土质和不同地震强度时塔架的动力学响应。通过分析不同工况下风力机的结构动力学响应,发现地震载荷对塔顶位移和塔基弯矩的影响不可忽略,尤其是塔顶侧向位移和塔基俯仰力矩。在九级设防烈度地震作用下,相比无地震工况,软土、硬黏土和岩土地质风力机塔顶侧向位移分别增大925%、785%和771%。且由于软土阻尼最小,能量耗散小,所以地震后塔架响应降低的速率最慢。 相似文献
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In the present paper the effects of aerodynamic damping and earthquake loads on the dynamic response of flexible‐based wind turbines are studied. A numerical analysis framework (NAF) is developed and applied. NAF is based on a user‐compiled module that is developed for the purposes of the present paper and is fully coupled with an open source tool. The accuracy of the developed NAF is validated through comparisons with predictions that are calculated with the use of different numerical analysis methods and tools. The results indicate that the presence of the aerodynamic loads due to the reduction of the maximum displacement of the tower attributed to the dissipation of earthquake excitation energy in fore‐aft direction. Emergency shutdown triggered by strong earthquakes results to a rapid change of aerodynamic damping, resulting to short‐term instability of the wind turbine. After shutdown of the wind turbine, enhanced dynamic response is observed. For the case where the wind turbine is parked, the maxima displacement and acceleration of tower‐top increase linearly with the peak ground acceleration. With the use of the least‐square method a dimensionless slope of tower‐top displacements is presented representing the seismic response coefficient of tower that can be used to estimate the tower‐top acceleration demand. Moreover, on the basis of the seismic response coefficient, an improved model for the evaluation of load design demand is proposed. This model can provide accurate predictions. 相似文献
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Offshore wind turbines on floating platforms will experience larger motions than comparable bottom fixed wind turbines—for which the majority of industry standard design codes have been developed and validated. In this paper, the effect of a periodic surge motion on the integrated loads and induced velocity on a wind turbine rotor is investigated. Specifically, the performance of blade element momentum theory with a quasisteady wake as well as two widely used engineering dynamic inflow models is evaluated. A moving actuator disc model is used as reference, since the dynamics associated with the wake will be inherently included in the solution of the associated fluid dynamic problem. Through analysis of integrated rotor loads, induced velocities and aerodynamic damping, it is concluded that typical surge motions are sufficiently slow to not affect the wake dynamics predicted by engineering models significantly. Copyright © 2012 John Wiley & Sons, Ltd. 相似文献
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为研究地震载荷对15 MW海上风力机动态响应的影响,基于模态加速度法计算了15 MW海上风力机在风-浪-震耦合工况下的支撑结构载荷、塔顶加速度和气动性能,并与无地震工况下的计算结果进行比较。结果表明:地震载荷对侧向剪切力和横摇弯矩影响显著,而纵向剪切力及俯仰弯矩主要受到湍流风作用;地震发生后塔顶最大加速度增幅可达441%,风轮气动推力和扭矩均发生大幅振荡,发电机功率在短时间内波动剧烈程度增大一倍左右;在风电并网的相关研究中,应当考虑由地震载荷引起的短时功率波动对电网的冲击作用。 相似文献
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The fore-aft motion of the rotor-nacelle assembly (RNA) of a rotating floating wind turbine (FWT) can cause an oscillation in aerodynamic thrust, which may be equivalently treated as frequency-dependent aerodynamic mass and damping effects. In this study, an explicit frequency-domain analytical model is proposed to calculate the equivalent aerodynamic mass and damping of FWTs, with proper linearization of control system. Assuming that an FWT operates under steady wind conditions and a forced oscillation is exerted at the RNA along the wind direction, the thrust fluctuations are equivalently represented by the force and moment acting on the nacelle instead of pure aerodynamic loads. Based on the thrust oscillation expression, equivalent aerodynamic mass and damping are derived analytically. After verifying the model by numerical comparison, it is used to demonstrate equivalent aerodynamic mass and damping of three wind turbines (5–15 MW). Effects of wind turbine up-scaling and controller dynamics are addressed. Results show that equivalent aerodynamic mass and damping present a nonlinear characteristic with oscillation frequency in the below-rated region, while the relationship is close to linear for higher wind speeds. The effect of wind turbine up-scaling has a visible impact on equivalent aerodynamic mass and damping, especially at near-rated wind speed. Controller gains affect equivalent aerodynamic mass and damping and should be tuned reasonably in the controller design for FWTs. Outcomes of our study can be used to establish a frequency-domain coupled model of FWTs and are beneficial for conceptual design and parameter optimization of the platform of FWTs. 相似文献
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对某风电场2.0 MW风电机组120 m高单管式风力发电钢塔和钢-混凝土组合式风力发电塔的振动进行长期监测,分别采用峰值拾取法（PP）和随机子空间法（SSI）对塔架的模态参数进行识别和分析,并与数值分析结果进行对比。结果表明：两座塔架的振动主要以前三阶模态为主,高阶模态的影响不可忽略。相较于钢-混凝土组合塔架,纯钢塔架受塔顶叶轮转动的影响更大,更易发生共振。模态阻尼中气动阻尼占比较大,其与环境风速和桨距角关系密切,与风速呈非线性关系,并且在桨叶变桨时变化明显。对比实测识别和数值分析结果发现,两座塔架的模态频率以及混塔的振型数值分析结果与实测结果比较吻合,钢塔的振型数值分析结果与实测结果存在差异,在运维养护时应重点关注。 相似文献