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Mindlin位移解推求锚固段侧阻力分布方法中的奇异性问题 被引量:5

Discussion on singularity in deducing lateral shear stress distribution along anchorage section theoretically based on Mindlin’s solution of displacement
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摘要 基于弹性半无限空间的Mindlin位移解推求锚固段侧阻力分布,是一种力图以数理力学理论模型严格推导的研究思路,但不同解法间结论相异,与工程实际也相差较大。针对其原因,通过建立普适的求解侧阻力的积分方程进行理论分析。发现Mindlin位移解所具有的数学奇异性影响突出,在积分方程的数值求解中不能直接消除,虽以设置带取值任意性的最小微间距或以在锚固体横截圆面上积分的荷载转换方法可加以避免,却难以实现严格数理力学推导的初衷。而解析手段因引入了3个简化假设,虽数学求解上克服了奇异性困难,但使力学模型发生了失真,推导的结果仅属于特定定解条件下的数学表象。针对理论上以剪应力互等定律推断出锚固段始端侧阻力应为0,与工程实际间的矛盾,提出锚固段始端角点的应力可以是非对称的,以传统的剪应力互等定律来推断该局部区域的应力状况不尽合理。 Most recent study methods for precise mechanical deducing the lateral shear stress distribution along anchorage section are theoretically based on the Mindlin's solution of displacement in elastic theory. However, the results obtained with different methods are not only different, but also deviate from the results of practice projects. For exploring their theoretical origin, a general integral equation for deducing lateral shear stress was put forward. It was concluded that, the singularity of Mindlin's solution, which led to an enormous displacement in force point, was difficult to clear up in numerical approaches. Although the singularity might be minimized to an appreciable extent by setting an arbitrary tiny space or by introducing convertion of the lateral stress, precise theoretical analysis with exact mechanical model could not be carried out yet. Another method, the analytical deduction of integral equation actually included three simplified conditions that would brought some distortion to prototypical mechanical model. These results only expressed a mathematical phenomenon came from these special simplified conditions. Furthermore, the reason of difference of shear stress between the analytical results and the practices at the start-element of anchorage section was discussed. According to the finite deformation mechanics, symmetrical tensor of shear stress was not applicable at that position. The shear stress at the start-element of anchorage section might not be zero.
出处 《岩土工程学报》 EI CAS CSCD 北大核心 2006年第9期1112-1117,共6页 Chinese Journal of Geotechnical Engineering
基金 国家自然科学基金"西部生态与环境"重大研究计划重点资助项目(90102002)
关键词 锚固段 侧阻力分布 MINDLIN位移解 奇异性 积分方程 位移协调 anchorage section lateral shear stress distribution Mindlin's solution of displacement singularity integral equation compatibility of displacement
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  • 1田恒德,严敖金.微红梢斑螟的研究[J].南京林业大学学报(自然科学版),1989,13(1):54-63. 被引量:38
  • 2徐松林,吴玉山.桩土荷载传递的测试分析和模型研究[J].岩土力学,1996,17(2):42-52. 被引量:22
  • 3余坪,余渊.滑坡防治预应力锚索的试验研究[J].中国地质灾害与防治学报,1996,7(1):59-63. 被引量:24
  • 4黄绍铭 裴捷 等.软土中桩基沉降估算.第四届全国土力学及基础工程学术会议论文选集[M].北京:中国建筑工业出版社,1986..
  • 5董建国 赵锡宏.高层建筑地基基础共同作用理论与实践[M].上海:同济大学出版社,1996..
  • 6史佩栋.实用桩基工程手册[M].中国建筑工业出版社,1958,5..
  • 7徐志英 俞仲泉.深置圆形基础的沉降计算[J].土木工程学报,1958,5(4).
  • 8李锡润 金银东.有预张力的粘结式锚杆[J].岩土工程学报,1987,9(1):40-51.
  • 9利波沃伊A N.砂浆锚杆的图解计算法.锚杆支护法(译文)第一集[M].北京:煤炭工业出版社,1976.75-77.
  • 10赵德志.松散介质预应力锚索加固机理研究[M].成都:四川联合大学,1997..

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