大直径圆柱壳结构动力响应及随机波浪力数值模拟研究
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摘要
在港口及近海工程领域,插入式大直径圆柱壳结构是一种新型结构,目前正
逐步得到应用。该结构通过深嵌于海床并依靠地基的嵌固作用,在环境荷载作用
下保持稳定。目前对于插入式大直径圆柱壳结构在随机波作用下的动力响应分析
以及振动下沉过程的动力响应分析一直是工程界悬而未决的课题,也是波浪——
结构——海床相互作用数值仿真分析中极具挑战性的研究。
作用于大直径圆柱壳结构上的随机波浪力分析是研究结构动力响应分析的
前提和基础,本文基于微幅波势流理论首先推导出作用在大直径圆柱壳结构上波
浪谱与波浪力谱之间的传递函数,并将随机波数值模拟的方法——线性叠加法引
入到作用在大直径圆柱壳结构随机波浪力中,以 Jonswap 谱为靶谱,结合某实际
工程实现了对大直径圆柱壳结构上随机波浪力的数值模拟。
大直径圆柱壳结构的动力响应分析中,土体与结构相互作用的问题无疑是一
项重要的研究内容。本文基于 ANSYS 软件,二次开发了接触面单元以模拟土与结
构的相互作用。为考察耦合系统中接触面的效果,本文对比插入式大直径圆柱壳
结构的模型试验,建立了结构-土体耦合系统的有限元计算模型,分析结果与试
验测试结果吻合良好。
结合某导堤工程,建立了大直径圆柱壳结构-海床耦合系统的振动下沉动力
有限元计算模型,并用接触面单元模拟土与结构的动力相互作用,首次实现了大
直径圆柱壳结构完全意义上的振动下沉动态数值模拟,分析结果与现场测试数据
吻合良好,为今后此类结构的工程设计以及下沉工艺的改进提供了科学的依据。
结合某导堤工程,分别建立了大直径圆柱壳结构-海床耦合系统的随机波动
力和地震动力有限元计算模型,并对该结构在随机波浪力和地震荷载作用下的动
力响应进行数值模拟,为今后港口工程中的此类结构在随机波和地震荷载作用下
动力响应开辟了新的道路,分析结果表明在这两种工况荷载作用下结构设计是可
靠的。
In the field of harbor and offshore engineering, the embedded large-diameter
cylinder shell is a new-type structure and being brought into use gradually at present.
This structure keeps its stability depending on the effect of fixty by deeply embedded
into the seabed under the force of environmental loads. At the present time, the issue
about dynamic response analysis on the deeply embedded large-diameter cylinder
shell both under the random wave forces and in the process of vibration sinking is still
unsettled in the field of engineering, and at the same time the issue is also a
challenging study for the numerical simulation of the interaction between wave,
structure and seabed.
Studies on the structural dynamic response are based on the analysis of the
random wave on the large-diameter cylinder shell. Based on the theory of
microamplitude wave potential flow, this paper deduces the transfer function between
the wave spectrum and the wave force spectrum which act on the large-diameter
cylinder shell at first. For the first time, the method of random wave numerical
simulation—linear superposition is introduced into the numerical simulation of the
random wave forces acting on the large-diameter cylinder shell, and by using Jonswap
spectrum as target spectrum, the numerical simulation is realized combining with
some engineering.
Undoubtedly, in the study on the dynamic response of the large-diameter
cylinder shell, the research about the interaction between soil and structure is very
important. On the base of the ANSYS software, this thesis analyses the interaction
between soil and structure by second developing contact element. For reviewing the
effects of the contact elements in the coupling system, a finite element model of
soil-structure coupling system is established contrasting with the model experiment
about the deeped large-diameter cylinder shell. The analysis results have good
agreements with the test datas.
Combining with some jetty project, a dynamic finite element model of the
embedded large-diameter cylinder shell—seabed coupling system is established, and
the contact element is introduced into this system, and the vibration sinking numerical
simulation of this structure is realized for the first time. The analysis results are
consistent to the spot test datas, and it gives science basises to this structure design
and the technical adaptation on the dynamic sinking .
Combining with some jetty project, this paper establishes a dynamic finite
element model of the embedded large-diameter cylinder shell—seabed coupling
system under the random wave forces and the earthquake loads and the dynamic
numerical simulation is carried out. The anlysis reults showed that the structure
design is safe and reliable under the two kinds of loads. This research gives a new
way on the dynamic anyalsis on this kind of structure under the random wave forces
and the earthquake loads.
逐步得到应用。该结构通过深嵌于海床并依靠地基的嵌固作用,在环境荷载作用
下保持稳定。目前对于插入式大直径圆柱壳结构在随机波作用下的动力响应分析
以及振动下沉过程的动力响应分析一直是工程界悬而未决的课题,也是波浪——
结构——海床相互作用数值仿真分析中极具挑战性的研究。
作用于大直径圆柱壳结构上的随机波浪力分析是研究结构动力响应分析的
前提和基础,本文基于微幅波势流理论首先推导出作用在大直径圆柱壳结构上波
浪谱与波浪力谱之间的传递函数,并将随机波数值模拟的方法——线性叠加法引
入到作用在大直径圆柱壳结构随机波浪力中,以 Jonswap 谱为靶谱,结合某实际
工程实现了对大直径圆柱壳结构上随机波浪力的数值模拟。
大直径圆柱壳结构的动力响应分析中,土体与结构相互作用的问题无疑是一
项重要的研究内容。本文基于 ANSYS 软件,二次开发了接触面单元以模拟土与结
构的相互作用。为考察耦合系统中接触面的效果,本文对比插入式大直径圆柱壳
结构的模型试验,建立了结构-土体耦合系统的有限元计算模型,分析结果与试
验测试结果吻合良好。
结合某导堤工程,建立了大直径圆柱壳结构-海床耦合系统的振动下沉动力
有限元计算模型,并用接触面单元模拟土与结构的动力相互作用,首次实现了大
直径圆柱壳结构完全意义上的振动下沉动态数值模拟,分析结果与现场测试数据
吻合良好,为今后此类结构的工程设计以及下沉工艺的改进提供了科学的依据。
结合某导堤工程,分别建立了大直径圆柱壳结构-海床耦合系统的随机波动
力和地震动力有限元计算模型,并对该结构在随机波浪力和地震荷载作用下的动
力响应进行数值模拟,为今后港口工程中的此类结构在随机波和地震荷载作用下
动力响应开辟了新的道路,分析结果表明在这两种工况荷载作用下结构设计是可
靠的。
In the field of harbor and offshore engineering, the embedded large-diameter
cylinder shell is a new-type structure and being brought into use gradually at present.
This structure keeps its stability depending on the effect of fixty by deeply embedded
into the seabed under the force of environmental loads. At the present time, the issue
about dynamic response analysis on the deeply embedded large-diameter cylinder
shell both under the random wave forces and in the process of vibration sinking is still
unsettled in the field of engineering, and at the same time the issue is also a
challenging study for the numerical simulation of the interaction between wave,
structure and seabed.
Studies on the structural dynamic response are based on the analysis of the
random wave on the large-diameter cylinder shell. Based on the theory of
microamplitude wave potential flow, this paper deduces the transfer function between
the wave spectrum and the wave force spectrum which act on the large-diameter
cylinder shell at first. For the first time, the method of random wave numerical
simulation—linear superposition is introduced into the numerical simulation of the
random wave forces acting on the large-diameter cylinder shell, and by using Jonswap
spectrum as target spectrum, the numerical simulation is realized combining with
some engineering.
Undoubtedly, in the study on the dynamic response of the large-diameter
cylinder shell, the research about the interaction between soil and structure is very
important. On the base of the ANSYS software, this thesis analyses the interaction
between soil and structure by second developing contact element. For reviewing the
effects of the contact elements in the coupling system, a finite element model of
soil-structure coupling system is established contrasting with the model experiment
about the deeped large-diameter cylinder shell. The analysis results have good
agreements with the test datas.
Combining with some jetty project, a dynamic finite element model of the
embedded large-diameter cylinder shell—seabed coupling system is established, and
the contact element is introduced into this system, and the vibration sinking numerical
simulation of this structure is realized for the first time. The analysis results are
consistent to the spot test datas, and it gives science basises to this structure design
and the technical adaptation on the dynamic sinking .
Combining with some jetty project, this paper establishes a dynamic finite
element model of the embedded large-diameter cylinder shell—seabed coupling
system under the random wave forces and the earthquake loads and the dynamic
numerical simulation is carried out. The anlysis reults showed that the structure
design is safe and reliable under the two kinds of loads. This research gives a new
way on the dynamic anyalsis on this kind of structure under the random wave forces
and the earthquake loads.
引文
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