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拉伸荷载条件下新型NPR锚杆韧性材料宏观变形特征分析
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作者 陶志刚 隋麒儒 +3 位作者 丰于翔 孟志刚 姚旭龙 何满潮 《绿色矿山》 2025年第1期44-50,共7页
岩土工程在受到复杂地质条件的综合作用时极易产生大变形灾害响应,传统金属支护材料因不能够忍受大变形而发生失效破坏现象。为应对大变形灾害,研发了新型NPR锚杆韧性材料(Negative Poisson’s Ratiobolt)。为了探索新型NPR锚杆韧性材... 岩土工程在受到复杂地质条件的综合作用时极易产生大变形灾害响应,传统金属支护材料因不能够忍受大变形而发生失效破坏现象。为应对大变形灾害,研发了新型NPR锚杆韧性材料(Negative Poisson’s Ratiobolt)。为了探索新型NPR锚杆韧性材料的宏观变形特征,开展了NPR锚杆室内拉伸对比试验。采用NPR锚杆专用试验机,并利用相机进行全过程变形特征记录。结果发现:NPR锚杆具有更好的均匀变形特性,且在拉伸变形失效全过程早期阶段就开始发生均匀变形;对不同钢筋进行失效断口分类:主要分为“分层型断口”和“纤维-基体之间的界面破坏类断裂型断口”;通过力学机制分析NPR锚杆均匀变形特性及颈缩现象不显著的原因:发现NPR钢在拉伸变形失效后的颈缩处曲率半径更大,使其颈缩现象不明显,这是由于其最大均匀应变与最大应变差值相对较小所致;通过LS-DYNA算法对螺纹肋结构和光圆结构对于钢筋变形的影响进行数值模拟分析,结果证明螺纹肋结构使得钢筋在拉伸过程中能够更好地均匀变形,吸收变形能。综上所.述,通过对新型NPR锚杆韧性材料的变形特征的宏观分析,有助于更好地揭示其静力拉伸性能,为准静态工程实践提供了有价值的参考。 展开更多
关键词 韧性材料 NPR锚杆 拉伸试验 变形特征 宏观分析
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Mechanism of high-preload support based on the NPR anchor cable in layered soft rock tunnels 被引量:1
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作者 sui qiru HE Manchao +3 位作者 SHI Mengfan TAO Zhigang ZHAO Feifei ZHANG Xiaoyu 《Journal of Mountain Science》 SCIE CSCD 2024年第4期1403-1418,共16页
The control of large deformation problems in layered soft rock tunnels needs to solve urgently.The roof problem is particularly severe among the deformation issues in tunnels.This study first analyzes the asymmetric d... The control of large deformation problems in layered soft rock tunnels needs to solve urgently.The roof problem is particularly severe among the deformation issues in tunnels.This study first analyzes the asymmetric deformation modes in layered soft rock tunnels with large deformations.Subsequently,we construct a mechanical model under ideal conditions for controlling the roof of layered soft rock tunnels through high preload with the support of NPR anchor cables.The prominent roles of long and short NPR anchor cables in the support system are also analyzed.The results indicate the significance of high preload in controlling the roof of layered soft rock tunnels.The short NPR anchor cables effectively improve the integrity of the stratified soft rock layers,while the long NPR anchor cables effectively mobilize the self-bearing capacity of deep-stable rock layers.Finally,the high-preload support method with NPR anchor cables is validated to have a good effect on controlling large deformations in layered soft rock tunnels through field monitoring data. 展开更多
关键词 Tunnel engineering Soft rock High-preload support NPR anchor cables
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