振动与冲击
振動與遲擊
진동여충격
Journal of Vibration and Shock
2015年
21期
136-143
,共8页
杨阳%李春%缪维跑%叶舟%吴攀
楊暘%李春%繆維跑%葉舟%吳攀
양양%리춘%무유포%협주%오반
风力机%湍流风场%地震激励%结构动力学
風力機%湍流風場%地震激勵%結構動力學
풍력궤%단류풍장%지진격려%결구동역학
wind turbine%turbulent wind field%seismic motion%structural dynamic characteristics
湍流风场与地震激励是影响风力机安全最主要的客观因素。为分析风力机在湍流风场及地震激励工况下结构动力学响应,以 NREL 实测数据为湍流风场数据源,结合相干湍流及地震激励,分别研究了多组工况下风轮、塔架和地基的动力学响应。结果表明:湍流风场对叶片载荷、叶尖位移和塔尖载荷影响较大,而地震激励影响可忽略不计;地震激励对地基载荷、地基位移和塔尖位移影响较大,而湍流风场影响可忽略不计;湍流风场与地震激励对塔基载荷均有一定影响,但后者影响更大,二者对风轮推力和功率影响均较大,且处于相同量级;相干湍流与地震激励对塔基载荷和塔尖位移影响相当,可达稳态风的2倍~15倍。
湍流風場與地震激勵是影響風力機安全最主要的客觀因素。為分析風力機在湍流風場及地震激勵工況下結構動力學響應,以 NREL 實測數據為湍流風場數據源,結閤相榦湍流及地震激勵,分彆研究瞭多組工況下風輪、塔架和地基的動力學響應。結果錶明:湍流風場對葉片載荷、葉尖位移和塔尖載荷影響較大,而地震激勵影響可忽略不計;地震激勵對地基載荷、地基位移和塔尖位移影響較大,而湍流風場影響可忽略不計;湍流風場與地震激勵對塔基載荷均有一定影響,但後者影響更大,二者對風輪推力和功率影響均較大,且處于相同量級;相榦湍流與地震激勵對塔基載荷和塔尖位移影響相噹,可達穩態風的2倍~15倍。
단류풍장여지진격려시영향풍력궤안전최주요적객관인소。위분석풍력궤재단류풍장급지진격려공황하결구동역학향응,이 NREL 실측수거위단류풍장수거원,결합상간단류급지진격려,분별연구료다조공황하풍륜、탑가화지기적동역학향응。결과표명:단류풍장대협편재하、협첨위이화탑첨재하영향교대,이지진격려영향가홀략불계;지진격려대지기재하、지기위이화탑첨위이영향교대,이단류풍장영향가홀략불계;단류풍장여지진격려대탑기재하균유일정영향,단후자영향경대,이자대풍륜추력화공솔영향균교대,차처우상동량급;상간단류여지진격려대탑기재하화탑첨위이영향상당,가체은태풍적2배~15배。
Turbulent wind field and seismic excitation are the leading objective factors affecting the operational safety of a wind turbine.In order to analyze the structural dynamic response of a wind turbine under turbulent wind and seismic motion,NREL measured data were taken as the source of turbulent wind field to combine coherent turbulent and seismic motion,the dynamic response of the rotor,tower and platform of the wind turbine were studied,respectively.The results showed that the turbulent wind has a bigger impact on loads and deflections of blades,and loads at the tower-tip, while the influence of seismic motion can be ignored;the seismic excitation has a larger impact on loads and displacements of platform,and deflection at the tower-tip,while the influence of turbulent wind can be ignored;the turbulent wind and seismic motion both have a certain impact on loads of tower-base,the coherent turbulent and seismic motion have the same impact on loads of tower-base and deflection of tower-tip,their amplitudes can reach 2-15 times of those under stationary wind.