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隧道衬砌纵向裂缝对结构力学形变与安全特性的影响研究
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作者 杨治军 王永刚 +1 位作者 刘泾堂 胡金鑫 《岩土工程技术》 2025年第2期177-184,共8页
为了研究运营隧道纵向裂缝发育性状对二次衬砌结构受力及形变特征的影响规律,根据隧道裂缝调查结果建立衬砌结构的荷载–结构计算模型,并进行带裂缝衬砌结构的受力变形分析。结果表明:衬砌开裂导致支护结构(除仰拱外)的受力(弯矩绝对值... 为了研究运营隧道纵向裂缝发育性状对二次衬砌结构受力及形变特征的影响规律,根据隧道裂缝调查结果建立衬砌结构的荷载–结构计算模型,并进行带裂缝衬砌结构的受力变形分析。结果表明:衬砌开裂导致支护结构(除仰拱外)的受力(弯矩绝对值)减小,裂缝深度增加使得结构弯矩出现两次突变,造成局部应力瞬间损失,但衬砌厚度的增加一定程度减缓了应力损失;拱顶与拱肩附近裂缝处结构变形较为严重,结构安全系亦显著降低,当裂缝深度占比衬砌厚度约70%时(拱顶开裂时占比约40%),衬砌结构安全系数降低至零,且随着裂缝数量增加,衬砌结构整体安全性呈线性降低。可见,衬砌裂缝发育到一定程度时,结构整体安全系数小于设计规范所规定的下限值,对起拱线以上裂缝应及时探明裂缝深度并控制其变形,起拱线以下裂缝处易发生压碎破坏,应及时补强支护,以抵抗拱脚上部衬砌结构的下压力,对运营隧道衬砌病害处治具有理论指导意义。 展开更多
关键词 裂缝性状 荷载–结构模型 力学形变 安全系数
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Linear and Non-linear Hydrodynamic Analysis for Structural Load of a Pipe-Laying Ship
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作者 Frank Lin 《Journal of Shipping and Ocean Engineering》 2012年第1期1-9,共9页
The first decision we need to make in a structural load assessment is what approach should be applied, a linear approach or a non-linear one. The correct decision comes from understanding of the technology used in the... The first decision we need to make in a structural load assessment is what approach should be applied, a linear approach or a non-linear one. The correct decision comes from understanding of the technology used in the linear and non-linear approaches and also comes from the understanding of the problem to he analyzed. From engineering practice, it has been found that many non-linear effects can be taken into account in a linear model with appropriate approach. A study of hydrodynamic structural load on a stinger of a pipe-laying vessel is presented in this paper. The results of a non-linear analysis are compared to those of linear models with different approaches, and how the nonlinear effect can be involved in a linear model is discussed. The recommendations on how to estimate the non-linear effects in a linear structural load model is discussed. 展开更多
关键词 Non-linear effect linear model design load stinger-ship interaction.
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