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基于变模量本构模型的三维地基沉降计算分析 被引量:1
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作者 王东英 杨光华 +2 位作者 周小文 姜燕 李卓勋 《煤炭学报》 EI CAS CSCD 北大核心 2022年第5期1933-1945,共13页
对于地质条件复杂的基础工程,传统的解析方法难以获得合理的地基沉降和应力结果,此时数值方法的可靠性显得尤为重要,而数值方法的关键是选择合适的本构模型。为此,选择参数少且较易准确获取的变模量本构模型,通过二次开发将其嵌入到FLA... 对于地质条件复杂的基础工程,传统的解析方法难以获得合理的地基沉降和应力结果,此时数值方法的可靠性显得尤为重要,而数值方法的关键是选择合适的本构模型。为此,选择参数少且较易准确获取的变模量本构模型,通过二次开发将其嵌入到FLAC3D中,依托荔湾大厦基坑工程,分析了大面积、大荷载、复杂地质条件下基底沉降、应力及底板弯矩分布特征,并与弹性本构模型结果和实测沉降值进行对比,证明变模量本构模型在三维地基沉降分析中的优越性和适用性。同时分析了基础形状、刚度、荷载大小和地层条件等对地基沉降和应力分布特征的影响。所得结论主要有:①复杂地质条件下,基于变模量本构模型所得三维地基沉降结果与实测结果吻合较好;②基础刚度或荷载较大时,弹性本构模型因无法考虑屈服后的应力释放问题,所得基底应力端部集中显著,结果失真,所获得的底板弯矩也过大,这容易造成地基承载可行性和基础结构可靠性的误判。变模量本构模型模量随应力水平实时调整,可有效模拟端部应力释放,可以提供较合理的地基沉降和应力分布结果;③对于不等厚不均匀地层,其沉降和应力分析时应避免采用弹性本构,确保工程评估的准确性。 展开更多
关键词 三维地基沉降 应力 变模量本构 弹性本构 误判
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Artificial intelligence model of complicated flow behaviors for Ti-13Nb-13Zr alloy and relevant applications 被引量:3
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作者 Ze-yan SHI Guo-zheng QUAN +3 位作者 Chao AN Hui-min QIU Wei-yong WANG Zhi-hua ZHANG 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2019年第10期2090-2098,共9页
The comprehensive nonlinear flow behaviors of a ductile alloy play a significant role in the numerical analysis of its forming process. The accurate characterization of as-forged Ti-13 Nb-13 Zr alloy was conducted by ... The comprehensive nonlinear flow behaviors of a ductile alloy play a significant role in the numerical analysis of its forming process. The accurate characterization of as-forged Ti-13 Nb-13 Zr alloy was conducted by an improved intelligent algorithm, GA-SVR, the combination of genetic algorithm(GA) and support vector regression(SVR). The GA-SVR model learns from a training dataset and then is verified by a test dataset. As for the generalization ability of the solved GA-SVR model, no matter in β phase temperature range or(α+β) phase temperature range, the correlation coefficient R-values are always larger than 0.9999, and the AARE-values are always lower than 0.18%. The solved GA-SVR model accurately tracks the highly-nonlinear flow behaviors of Ti-13 Nb-13 Zr alloy. The stress-strain data expanded by this model are input into finite element solver, and the computation accuracy is improved. 展开更多
关键词 Ti-13Nb-13Zr alloy flow stress constitutive model support vector regression genetic algorithm
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An Improved Dynamic Hysteretic Model for Soils
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作者 禹海涛 王建华 袁勇 《Journal of Shanghai Jiaotong university(Science)》 EI 2013年第6期655-659,共5页
A dynamic hysteretic constitutive model for soil dynamics, Ramberg-Osgood model, is introduced and improved in the paper. Since the model is inherently 1D and is assumed to apply to shear components only, other compon... A dynamic hysteretic constitutive model for soil dynamics, Ramberg-Osgood model, is introduced and improved in the paper. Since the model is inherently 1D and is assumed to apply to shear components only, other components of the deviatorie stress and strain and their relations in 3D case could not be fully described. Two parameters, the equivalent shear stress and the equivalent shear strain, are defined to reasonably establish relations between each of stress and strain components respectively. The constitutive equations of the initial Ramberg-Osgood model are extended to generalize the theory into multidimensional cases. Difficulties of the definition of load reversal in 3D are also addressed and solved. The improved constitutive model for soil dynamics is verified by comparisons with different soil dynamic testing data covering both sands and clays. Results show that the dynamic nonlinear hysteretie behaviors of soils can be well predicted with the improved constitutive model. 展开更多
关键词 constitutive model SOILS dynamic hysteretic NONLINEAR Ramberg-Osgood model
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Experimental investigation and numerical modeling for elastoplastic notch-root stress/strain analysis under monotonic loadings 被引量:3
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作者 HUANG Jia SHI DuoQi +2 位作者 YANG XiaoGuang PAN Bing SHI Hao 《Science China(Technological Sciences)》 SCIE EI CAS 2014年第7期1411-1424,共14页
Experimental investigation and numerical modeling on elasto-plastic notch-root stress/strain distributions under monotonic loadings of both the Ni-based directionally solidified(DS)superalloy and Titanium alloy were c... Experimental investigation and numerical modeling on elasto-plastic notch-root stress/strain distributions under monotonic loadings of both the Ni-based directionally solidified(DS)superalloy and Titanium alloy were carried out simultaneously.For measuring inhomogeneous deformation fields at notch roots,an optical-numerical full-field surface deformation measurement system was developed based on the digital image correlation(DIC)method.The obtained strain distributions were then verified with reasonable accuracy by finite element simulation,where an anisotropic elastic-viscoplastic constitutive model was developed for DS superalloy and a simple isotropic stress-strain relationship was adopted for Titanium alloy.Meanwhile,factors affecting elasto-plastic notch-root stress/strain distributions were systematically investigated numerically,where the emphasis was placed on temperature,loading stress rate,sample shape,anisotropy and notch features.The results show that stress/strain behavior at notch root is significantly affected by the mentioned factors,which are concretely embodied in the distribution of tensile stress/strain,equivalent stress and accumulative equivalent plastic strain. 展开更多
关键词 digital image correlation notch analysis monotonic loading ANISOTROPY STRESS-STRAIN
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