多荷载耦合作用下桥梁结构的静力力学与动力分析与控制

IF 1.5 Q3 MECHANICS
Ma Zhifang, Sun Zhuoyu, Yuan Yuan
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引用次数: 0

摘要

随着大跨度桥梁的快速发展和广泛应用,多种荷载作用下桥梁结构的动力与安全控制问题日益突出。为实现对梁结构的动力分析和力学控制,基于力学分析方法设计了一种新型磁流变阻尼器,建立了车轨磁流变阻尼器的耦合动力学模型。仿真和验证结果表明,半解析方法与有限元理论计算结果误差仅为1.0%,而动力学模拟与实测频域趋势一致。分析结果表明:采用MR机械阻尼器进行机械控制后,侧跨弯矩活荷载和剪力值分别降低了27.68%和10.79%;中心支点处产生的最大弯矩和最大剪切值分别降低了28.19%和10.81%。施加机械阻尼器后,斜拉桥受力分布更加平衡,整体结构最大斜向应力由3.8 MPa降至2.9 MPa。安全控制后,跨中位移幅值均方根值减小59.32%,最大值减小11.46%,提高了梁的动力稳定性。机械控制后,跨内梁的动加速度响应在2 ~ 8秒之间减小,在8 ~ 10秒之间增大。总体响应在−5 m/s2附近波动,趋势相对平稳。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Static Mechanics and Dynamic Analysis and Control of Bridge Structures Under Multi-Load Coupling Effects
With the rapid development and wide application of large-span bridges, the problem of dynamics and safety control of bridge structures under multiple loads is becoming more and more prominent. To realize the dynamic analysis and mechanical control of the girder structure, this paper designs a new type of magnetorheological (MR) mechanical damper based on the mechanistic analytical method and establishes a coupled dynamics model of the vehicle-rail-MR mechanical damper. The simulation and validation results show that the error between the semi-analytical method and the finite element theory calculation results is only 1.0%, while the kinetic simulation is consistent with the measured frequency domain trend. The analytical results show that: After applying MR mechanical damper for mechanical control, the moment live load and shear values of side spans were reduced by 27.68% and 10.79%, respectively; and the maximum moment and shear values generated at the center pivot were reduced by 28.19% and 10.81%, respectively. After applying the mechanical damper, the stress distribution of the cable-stayed bridge is more balanced, and the maximum diagonal stress of the overall structure is reduced from 3.8 MPa to 2.9 MPa. After safety control, the root-mean-square (RMS) value of the mid-span displacement amplitude was reduced by 59.32% and the maximum value was reduced by 11.46%, which improved the stability of the girder dynamics. After mechanical control, the dynamic acceleration response of the beam within the span decreased between 2 and 8 seconds and increased between 8 and 10 seconds. The overall response fluctuated around −5 m/s2 with a relatively smooth trend.
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来源期刊
CiteScore
1.70
自引率
8.30%
发文量
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