首页|正交异性钢桥面板U肋顶板全熔透焊缝制造工艺与疲劳性能研究

正交异性钢桥面板U肋顶板全熔透焊缝制造工艺与疲劳性能研究

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正交异性钢桥面板U肋顶板焊接细节的疲劳开裂问题突出,严重影响了桥梁工程的服役质量.为提高U肋顶板焊接细节的疲劳性能,基于先进的内焊技术研发U肋顶板双面全熔透焊接细节,通过工艺试验研究合理的焊接工艺参数和焊接接头质量;从构造细节和初始微裂纹两个层面开展了双面全熔透焊接细节的疲劳性能研究.研究结果表明,采用双面埋弧焊焊接工艺可有效保证全熔透焊接细节的成形质量,焊缝性能符合设计要求.通过工艺试验研究确定了不同工艺制造工艺(内平位外船位、内外分布埋弧焊和内外同步埋弧焊)的合理焊接参数.在构造细节层面,与单面焊相比,双面全熔透焊接细节主导开裂模式的等效结构应力幅降低10%;在初始微裂纹层面,初始微裂纹尺寸对疲劳寿命具有显著影响.从上述两个方面综合分析可得,双面全熔透焊接的疲劳寿命约为单面焊的两倍.
Research on Manufacturing Process and Fatigue Performance of the Rib-to-Deck Both-sided Full Penetration Welded Joints in OSDs
Fatigue cracking of the rib-to-deck welded joint in orthotropic steel bridge deck(OSD)is prominent,which severely affect the service quality of bridge projects.To improve the fatigue performance of rib-to-deck welded joints,advanced internal welding technology is used to develop both-sided full penetration welding joints of rib-to-deck welded joints.The reasonable welding process parameters and welding joint quality are studied through process tests.The fatigue performance of both-sided full penetration welding details is studied from two aspects:structural details and initial micro-cracks.The research results indicate that adopting both-sided submerged arc welding process can effectively ensure the quality of weld formation of full penetration high-quality rib-to-deck welded joint,and the weld performance meets the design requirements.The reasonable welding parameters of different manufacturing processes are determined.From the perspective of structural details,compared with single sided welding,the equivalent structural stress amplitude of the dominant crack mode in both-sided full penetration welding is reduced by 10%.Regarding the initial micro-crack,the initial micro-crack size has a significant impact on fatigue life.From the comprehensive analysis of the above two aspects,the fatigue life of both-sided full penetration is about twice of that for single-sided welding.

bridge engineeringorthotropic steel bridge deckstell beams constructionboth-sided full penetration welded jointsinitial micro-crackfatigue performance

邹晓琴

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江西建设职业技术学院 南昌市 330200

桥梁工程 正交异性钢桥面板 钢架制造 双面全熔透焊接细节 初始微裂纹 疲劳性能

2024

公路
中国交通建设集团有限公司

公路

CSTPCD北大核心
影响因子:0.54
ISSN:0451-0712
年,卷(期):2024.69(9)