工程设计学报
工程設計學報
공정설계학보
JOURNAL OF ENGINEERING DESIGN
2013年
3期
230-235
,共6页
周甲伟%刘瑜%刘送永%杜长龙
週甲偉%劉瑜%劉送永%杜長龍
주갑위%류유%류송영%두장룡
采煤机行走机构%动态啮合%牵引阻力%行走速度%数值分析
採煤機行走機構%動態齧閤%牽引阻力%行走速度%數值分析
채매궤행주궤구%동태교합%견인조력%행주속도%수치분석
shearer walking mechanism%dynamic meshing%traction resistance%walking velocity%numerical analysis
为分析渐开线采煤机行走轮与Ⅲ型销轨的动态啮合特性,基于ANSYS/LS_DYNA建立行走机构动态啮合过程数值分析模型,以牵引阻力和行走速度为变量研究行走机构动态啮合特性,得到动态啮合时行走速度波动、节线和齿根受力的变化规律。研究结果表明:牵引阻力对行走机构速度波动和节线及齿根受力规律影响显著,随着牵引阻力增大,啮合点在节线附近时对应齿面应力相对较低,但整个啮合过程中应力波动增大;行走速度变化对速度波动持续时间有较大影响;随着行走速度增大,各项载荷峰值呈现先减小后小幅增大的现象,且到达峰值后衰减加剧。
為分析漸開線採煤機行走輪與Ⅲ型銷軌的動態齧閤特性,基于ANSYS/LS_DYNA建立行走機構動態齧閤過程數值分析模型,以牽引阻力和行走速度為變量研究行走機構動態齧閤特性,得到動態齧閤時行走速度波動、節線和齒根受力的變化規律。研究結果錶明:牽引阻力對行走機構速度波動和節線及齒根受力規律影響顯著,隨著牽引阻力增大,齧閤點在節線附近時對應齒麵應力相對較低,但整箇齧閤過程中應力波動增大;行走速度變化對速度波動持續時間有較大影響;隨著行走速度增大,各項載荷峰值呈現先減小後小幅增大的現象,且到達峰值後衰減加劇。
위분석점개선채매궤행주륜여Ⅲ형소궤적동태교합특성,기우ANSYS/LS_DYNA건립행주궤구동태교합과정수치분석모형,이견인조력화행주속도위변량연구행주궤구동태교합특성,득도동태교합시행주속도파동、절선화치근수력적변화규률。연구결과표명:견인조력대행주궤구속도파동화절선급치근수력규률영향현저,수착견인조력증대,교합점재절선부근시대응치면응력상대교저,단정개교합과정중응력파동증대;행주속도변화대속도파동지속시간유교대영향;수착행주속도증대,각항재하봉치정현선감소후소폭증대적현상,차도체봉치후쇠감가극。
In order to investigate the dynamic characteristic of involute shearer walking mechanism and type Ⅲ pin gear ,the model of numerical analysis for dynamic meshing were established based on ANSYS/LS_DYNA .The influence of traction resistance and walking velocity on the behaviors of dynamic meshing for walking mechanism was discussed ,the variations of walking velocity fluc-tuation and mechanics of pitch line and tooth root in dynamic mesing for shearer walking mecha-nism were obtained .The contrast study shows that the traction resistance has a significant influ-ence on the variations of walking velocity fluctuation and mechanics of pitch line and tooth root . The tooth surface stress is low at the time of the meshing point nearby pitch line ,but the stress fluctuation in the process of meshing increases with the development of the traction resistance . The influence of the walking velocity on the duration of velocity fluctuation is considerable .With the raise of the walking velocity ,the peak loads decrease first and then increase slightly ,and the loads after the peak attenuate sharply .