共查询到14条相似文献,搜索用时 78 毫秒
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为提高软土地基的承载力,常用桩基础进行施工。桩基础承载力高,施工方便。以大直径空心桩基础为研究对象,研究桩顶竖向荷载作用下的桩土响应。以实际工程为依托,采用MARC建模软件,建立实体三维模型,分析3种工况下,桩在不同竖向荷载作用下的承载能力及桩周土体变形,并根据土体变形,分析桩土之间的相互作用,得出以下结论 :桩的承载力一部分取决于桩侧土体的性质,在对桩侧土进行注浆加固且桩周土体采取水泥搅拌桩处理后,桩的承载力明显提高,并且桩周土体变形明显降低。 相似文献
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Furqan Ahmad Fethi Abbassi Myung Kyun Park Jae-Wook Jung 《Advanced Composite Materials》2019,28(3):271-285
The low-velocity impact responses of cross-ply CFRP composite plates are investigated experimentally and are simulated using the finite element code LS-DYNA. An experimental test was initially performed and two different modeling approaches were then employed to model the composite plates. In the first numerical modeling approach, solid elements are utilized for the composite layers, whereas in the second, shell elements are used. The numerical model using the shell elements shows a good correlation with the experimental results, while the impact damage in the form of delamination is predicted more precisely using solid elements. 相似文献
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摘 要:爆炸成型弹丸(Explosively Formed Projectiles,简称EFP)垂直高速冲击603装甲靶板实验,呈现了靶板入口卷边花瓣状破坏、出口具有拉伸断裂特征的外翻花瓣形穿孔、入口直径明显大于出口直径等宏观的冲击现象。为了从机理上研究EFP对装甲靶板的高速冲击效应,利用ANSYS/LS-DYNA动力学仿真软件,对整个冲击过程进行了数值模拟,再现了EFP形成、开坑、稳定侵彻、尾翼侵彻和冲塞贯穿的物理过程,模拟结果与实验现象吻合较好,并从原理上分析了实验中各宏观现象产生的原因。研究结果不但认识了EFP冲击装甲靶板的机理,也可为增强装甲防护能力和优化EFP设计提供理论参考,具有重要的现实意义和较高的工程应用价值。 相似文献
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Cheng‐Using Chen 《中国工程学刊》2013,36(5):467-476
Abstract The dynamic impedance of a pile or caisson foundation embedded in a homogeneous visco elastic half‐space was evaluated using the hybrid method. The soil‐foundation system is partitioned into a near‐field and a far‐field by choosing a cylindrical interface passing through the soil region very close to the foundation. The near‐field is modeled by the finite element method while the far‐field is characterized by a frequency‐dependent impedance matrix through the continuum approach. From the results presented, it is shown that the proposed method is very effective and can be widely used for parameter studies in engineering applications. 相似文献
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《工程爆破》2022,(4)
针对烟囱爆破拆除时爆破切口形状的确定往往按经验确定,没有重视烟囱倒塌过程中一些问题很难通过理论预见的情况,利用ANSYS/LS-DYNA软件数值模拟了常见的长方形切口、正梯形切口、倒梯形切口这3种爆破切口形状对烟囱倒塌拆除过程并进行了对比和分析,研究结果表明:首先从爆破切口闭合时间看到,倒梯形切口闭合时间最长,正梯形切口闭合时间次之,长方形切口闭合时间最短。其次从烟囱顶端着地时间分析,正梯形切口烟囱顶端着地时间最长,而其它两种切口方案次之,并且这两种方案对烟囱倒塌时间差不多相等。再从模拟烟囱倒塌的过程分析,正梯形切口及长方形切口烟囱倒塌过程出现"后座"现象。最后从烟囱倒塌顶端速度变化曲线中看出正梯形切口烟囱倒塌方案对地面的冲击力最小,引起地面的振动强度最小。 相似文献
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针对烟囱爆破拆除时爆破切口形状的确定往往按经验确定,没有重视烟囱倒塌过程中一些问题很难通过理论预见的情况,利用ANSYS/LS-DYNA软件数值模拟了常见的长方形切口、正梯形切口、倒梯形切口这3种爆破切口形状对烟囱倒塌拆除过程并进行了对比和分析,研究结果表明:首先从爆破切口闭合时间看到,倒梯形切口闭合时间最长,正梯形切口闭合时间次之,长方形切口闭合时间最短。其次从烟囱顶端着地时间分析,正梯形切口烟囱顶端着地时间最长,而其它两种切口方案次之,并且这两种方案对烟囱倒塌时间差不多相等。再从模拟烟囱倒塌的过程分析,正梯形切口及长方形切口烟囱倒塌过程出现"后座"现象。最后从烟囱倒塌顶端速度变化曲线中看出正梯形切口烟囱倒塌方案对地面的冲击力最小,引起地面的振动强度最小。 相似文献
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A finite element model of the ballistic test against the multi-layer paraaramid textiles package structure has been developed in LS-DYNA. The bullet has been considered as a deformable body in contact with the fabric package represented by an interwoven yarn structure. The simplification of the model has been achieved by means of the “mezzo-mechanical” approach by avoiding the direct modeling of filaments comprising the yarns. Instead, yarns have been modeled by using thin shell elements the thickness of which represents the real thickness of yarns as it can be measured in the weave. The zones of the fabric remote from the point of impact have been presented as a roughly meshed uniform orthotropic thin shell model. The junction between the two types of zones of the fabric has been performed by means of the tie constraint and by proper adjustment of material parameters ensuring the same speeds of wave propagation in the interwoven yarn structure and in the uniform shell. Physical and numerical experiments have been performed in order to identify the material model parameters and to validate the model. 相似文献
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