共查询到20条相似文献，搜索用时 187 毫秒
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基于修正后的Johnson-Cook材料模型，应用ANSYS/LS-DYNA建立K8型单层球面网壳计算模型，对内爆炸下不同空间高度的结构爆炸响应进行计算和分析。首先，分析结构内爆炸冲击波传播规律，验证模型参数选取的可行性；其次，讨论内爆炸作用下球面网壳的动力响应，对比分析不同本构模型对爆炸响应的影响；最后，定义下部支承结构所围体积占结构所围总体积的比值为空间高度系数，讨论空间高度系数对墙面未开洞和墙面开洞球面网壳动力响应的影响。结果表明，爆炸冲击波在球面网壳结构角部有汇聚效应，与反射冲击波共同作用，严重影响球面网壳结构的动力响应；对于墙面未开洞的球面网壳，爆炸响应受反射冲击波影响较大；对于墙面开洞的球面网壳，爆炸响应受空间高度系数影响较大。基于研究结果给出了球面网壳结构在内爆炸下防爆和抗爆设计的合理空间高度系数建议值。 相似文献
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为深入了解饱和黏弹性半空间地基中摩擦桩的竖向振动特性,基于Boer多孔介质理论,考虑激振频率对摩擦桩桩底土体动刚度的影响,采用平面应变模型并结合桩土接触面的混合边值条件,推导求解得出了饱和黏弹性半空间地基中摩擦桩的竖向动力阻抗模型公式和桩顶速度时域响应解并验证了其合理性。进一步通过参数化对比分析探讨了桩基埋深比和土体渗透系数对所得竖向动力阻抗和桩顶速度时域响应的影响规律。解析推导得出的对应竖向动力阻抗模型公式和桩顶速度时域响应解,丰富了桩基动力学的理论,可为相关工程实践提供参考和理论支持。 相似文献
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响应面优化绿色木霉产胶霉菌素培养基 总被引：1，自引：1，他引：0
采用响应面法旨在优化绿色木霉产胶霉菌素培养基。试验选用Min Run Res IV设计对基础培养基的6个影响因子的效应进行评价，筛选显著影响因子，利用最陡爬坡试验确定其取值中心、中心组合试验确定其最佳取值，从而获得优化培养基。Min Run Res IV试验筛选出4个显著性影响因子：葡萄糖、豆粕、 磷酸二氢钾和硫酸锌，经过最陡爬坡和中心组合试验，响应面分析得到最佳培养基组合为：葡萄糖26.54 g/L、酵母粉10 g/L、豆粕15.72 g/L、磷酸二氢钾0.452 g/L和硫酸锌0.0582 g/L、硫酸亚铁0.1 g/L，在最佳培养基下胶霉菌素效价较优化前提高了59.71%。 相似文献
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为研究‘扬州鹅’及其杂交配套组合体重和体尺对羽绒产量的影响,为扬州鹅的选育提供依据,以70日龄罗扬鹅(L×Y)、卡扬鹅(K×Y)、浙扬鹅(Z×Y)和扬扬鹅(Y×Y)4个鹅群体为试验素材,测定其70日龄体质量、体尺及产绒性能并进行相关分析。结果表明:这种经济杂交方法不同程度的地提高了体重、体尺与产绒量。3个杂交配套组合的体重、半潜水长与胸宽均不同程度的大于对照组Y×Y组合,说明杂交可以在一定程度上提高体重与一些体尺性状;3个杂交组合的羽绒总重显著高于对照组Y×Y组合(P0.05),其中L×Y组合羽绒总重最大为144.71 g;L×Y组合与K×Y组合正羽重显著高于Z×Y组合与对照组Y×Y组合(P0.05);L×Y组合与Z×Y组合绒羽重显著高于K×Y组合与对照组Y×Y组合(P0.05)。通过体尺、体重与产绒性能关联分析,体重、半潜水长和胸深对产绒性能影响较大,相关性最高,体重和半潜水长与正羽重、绒羽重和羽绒总重均呈极显著正相关(P0.01)。由此可见,这种经济杂交方法可以提高了鹅的羽绒产量,而且体重和体尺与正羽重、绒羽重和羽绒总重呈不同程度的相关性。 相似文献
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考虑地震动的非平稳性,变化连体位置,对非对称双塔连体结构运用虚拟激励法进行非平稳随机激励下的动力可靠度研究。采用刚度退化的Bouc-Wen模型模拟塔楼各楼层的滞变特性,建立非线性化动力方程。运用混合精细积分法对每一时刻的响应进行求解,得到连体位置变化时非对称连体结构在非平稳随机激励下的时变方差。基于首次超越破坏准则与Markov假定,研究非平稳随机地震激励下连体结构的动力可靠度。运用上述理论,在8度罕遇地震作用下对某非对称双塔连体结构进行随机地震响应与动力可靠度分析。研究结果表明,地震作用下结构的层间位移响应呈现强烈的非平稳性,变化连体位置对连体结构的随机地震响应与动力可靠度将产生显著影响。 相似文献
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王中兴 《农产品加工．学刊》2012,(5):39-42
采用响应面法对木聚糖酶产生菌变种米曲霉(Aspergillus oryzae)RM-503的发酵培养基进行了优化。用Plackett-Burman法(Plackett-Burman Design,P-B)对影响变种米曲霉产木聚糖酶发酵的相关因素进行了评价。筛选有显著效应的2个因素:KH2PO4和ZnSO4.7H2O。在此基础上,采用最陡爬坡路径逼近最大响应区域,利用中心旋转组合设计及响应面分析确定影响木聚糖酶产量的关键因素KH2PO4和ZnSO4.7H2O的最佳水平。经过上述优化,木聚糖酶产量比基本培养条件下提高了1.399倍,达到8.681 U/mL。 相似文献
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为减少抗逆分子育种中因引入外源抗性基因造成的基因多效性,降低外源基因对植物的伤害,本研究设计并合成逆境响应顺式元件不同组合的启动子,将其连上GUS报告基因后转化为拟南芥野生型Col-0;通过转基因拟南芥中GUS报告基因的表达强度分析各种启动子对干旱和盐害的响应情况,筛选出了在正常条件下无渗漏、在干旱和盐害胁迫下被诱导的启动子AXpro。然后,利用发根农杆菌介导转化大豆,发现干旱诱导生物钟基因GmTIC的沉默能提高大豆的抗旱能力。研究结果为农林业的抗逆分子育种提供了理论基础和应用方法。 相似文献
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土壤水分对植物根系固土力学性能的影响综述 总被引：4，自引：0，他引：4
为了分析土壤水分对植物根系固土力学性能的影响机制,揭示根系固土力学机理和科学防治土壤流失提供基础理论研究思路,本文分析了土壤含水量对根系分布、根系抗拉特性、根系-土壤相互作用、根系-土壤复合体抗剪特性和根系固土力学模型的影响,探讨了根系固土力学性能对土壤含水量的响应机理研究现状及发展趋势。认为根系形态与根系固土效果紧密相关,目前缺乏土壤水分对根系形态及根系固土力学特性的定量研究;对根系抗拉强度和拔出强度的影响因素等关注较多,但对土壤水分变化是否影响根系强度、根土界面摩擦和根系破坏模式研究非常少;土壤水分在植物固持水土的水文效应中研究较多,但其对根系固土力学性能的影响规律尚需进一步研究;评价根系固土力学性能的模型没有考虑或充分考虑土壤水分变化对固土效果的影响,且模型中各影响因素的相对重要性关系尚不清楚。分析结果深化了对降水影响覆盖植被边坡稳定性机理的理解,为深入研究土壤水分与根系固土力学机制相互作用提供了理论基础。 相似文献
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在高层建筑结构设计中，由于上部荷载较大或梁的跨度较大，使得梁的截面高度较高，通常会影响建筑的有效层高和建筑的总体高度。为了减小各层梁板结构高度，有效增大各层净高，提出了一种钢箱梁嵌入现浇板的新型组合梁板连接方式。针对这种新型连接方式，对6个钢箱梁混凝土板组合连接区域进行了板承受支座负弯矩的单调加载试验，对比分析了采用钢箱梁嵌入混凝土板组合楼盖与传统栓钉连接组合楼盖中板抵抗支座负弯矩的性能差异；并利用ABAQUS对试件进行了有限元分析。试验与有限元分析结果表明：采用钢箱梁嵌入板连接组合方式，其混凝土板抵抗支座负弯矩的能力与传统连接方式板抵抗支座负弯矩能力没有明显差异。 相似文献
12.
At present, there is a lack of study on the destruction mechanism and characteristic in the investigation after gas explosion accident. The destruction and treatment scheme of two accidents happened in Shanghai were introduced. According to the precast slab and poured slab that badly damaged in the two accidents, the anti-explosion ability of the slab was obtained through theoretical calculation and numerical simulation, and then explosion overpressure was estimated. The reason why the overpressure differs little but the destruction differs much in the two accidents and the destruction characteristic of the gas explosion to the building were all analyzed. It is considered that: 1) the anti-explosion ability of the poured slab is far superior to the one-way precast slab; 2) Room with the ignition source is impacted by the overpressure directly and the damage is most serious, while the destruction of the other rooms is caused by the vibration, and its influence is smaller as the house is far from the explosion. 相似文献
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This paper introduces the efficient computer aided design method to optimize the section of steel-concrete continuous composite beams by combining FEM for structure analysis with optimization arithmetic and an efficient shearing force link model of steel-concrete composite beams.The authors established a finite element analysis model,optimization parameter model,optimization mathematics model of steel-concrete continuous composite beams and programs analysis file and optimization control file by using the ANSYS parameter design language. The optimum of the steel-concrete continuous composite beams section is obtained after computing and the optimization result indicates that this method is efficient in optimizing the section of steel-concrete continuous composite beams.So it could be applied extensively in the steel-concrete continuous composite beams section optimization design. 相似文献
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Because high material strength and composite load-bearing are emphasized in constructing members for high-rise steel frame structures, in a composite connection, steel strength has a dramatic influence on both the bearing performance and the composite action of the concrete slab. Based on a finite element analysis, we discuss the composite effect and the connection breaking mode, focusing on the performance change of the composite effect in adopting high strength steel. It can be found from the results that, along with the improvement of the steel strength, the elastic and plastic ultimate strength of the composite connection will increase, the ductility will decrease to a certain extent, and the composite effect of the concrete slab will diminish. The collapse of the concrete in a positive moment side contacting the column flange is viewed as the limiting state of the connection. 相似文献
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为研究T形板肋对预制带肋底板混凝土叠合板弯曲疲劳性能的影响,对3块T形肋底板叠合板和1块整浇板进行弯曲疲劳性能对比试验,主要考察T形板肋与疲劳荷载幅值对试件疲劳破坏形态及疲劳损伤程度的影响,得到了在不同疲劳循环加载次数下的跨中动位移、混凝土应变、预应力筋应变、残余变形等,分析了在不同疲劳循环加载次数下的刚度退化情况、荷载-应变分布规律、裂缝分布规律及剩余承载力等。研究结果表明,经历200万次疲劳循环加载后,T形肋底板叠合板无明显的刚度和强度退化,增设T形板肋的叠合板能达到与整浇板相同的弯曲疲劳性能;T形肋底板叠合板正截面弯曲疲劳强度计算可采用普通预应力混凝土受弯构件正截面疲劳应力验算的4个假定,最终以此建立了其正截面弯曲疲劳强度验算方法。 相似文献
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Theoretical and Experimental Analysis of Bending Behavior of Composite Beam with Notched Web 总被引：2，自引：0，他引：2
A new kind of steel-concrete composite beam with notched web is proposed, and the bend and shear behaviors of this composite beam are investigated. First of all, the constitution, bearing characteristics and merits of the steel-concrete composite beam with notched web are introduced; then, a group of formulas about the bending capacity, slip between the steel beam and the concrete flange, and the deflection are introduced; after that, the bending behavior, slip effect and bearing characteristic of the steel-concrete composite beam with notched web are studied on 4 specimens, which are tested by applying two concreted vertical loads on the top of concrete flange. And the finite element model is adopted to analyze the results of the 4 specimens; finally, the reliabilities of the formulas are verified by comparing the results of theoretical formulas, the results of tests and that of finite element analysis. Study shows that the bend behavior and shear behavior are fine, and the popularization of this new kind of composite beam which can be broadly used in building engineering will save the consumption of steel. 相似文献
17.
为准确分析单箱双室组合箱梁的剪力滞效应，考虑钢混凝土的界面滑移效应和钢腹板的剪切变形，针对顶底板和翼板定义不同的剪力滞翘曲位移函数，基于能量变分法推导出单箱双室组合箱梁剪滞效应的控制微分方程及其闭合解。以单箱双室组合箱梁算例为基础，利用该方法分析其剪力滞效应的规律，结果表明：在同时考虑滑移和剪切变形时，组合箱梁的挠度比初等梁理论解大，且其挠度随界面滑移刚度的增大而减小；组合箱梁在均布荷载作用下，滑移量与荷载值近似成正比关系；在相同条件下，钢箱梁底板的剪力滞效应较混凝土顶板显著。 相似文献
18.
China Pavilion for Expo 2010 Shanghai is designed with peculiar style and special structural system. The main structure is composed of four concrete tubes with steel-concrete composite floors. It is designed with a shape of inverted trapezoid in elevation. The fundamental vibration mode of this structure is a torsional mode due to the special shape with greater moment of inertia in upper floor, which exceeds the limit value stipulated in Chinese code. The seismic analysis of prototype is carried out by ANSYS program to evaluate its overall seismic performance and improve the structural design. At the same time, shaking table tests of a 1/27-scale structural model are conducted. It is faund that although the first mode is torsional, the torsional responses are not so large, which agrees well with the results of shaking table tests. Both the test results and calculation results demonstrate that the designed structural system satisfies the seismic damage patterns and meets the pre-defined performance objectives. Based on the test results, suggestions for improving design are also put forward. 相似文献
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In the study on the CRCP+AC composite pavement, the form and distribution pattern of cracks are two important factors influencing the performance and the lifetime of the pavement. The concrete damaged plasticity material model incorporated in the general purpose finite element software named ABAUQS was adopted to describe the mechanical characteristics of the CRC slab. Combining with the temperature field database drawn from the three-dimensional transient heat transfer analysis, the structural damage under the condition of temperature changing is analyzed. The structural damage evolution and the crack behavior of the CRC slab subjected to the thermal-mechanical coupling condition are further analyzed, which suggests that the role of the asphalt concrete surface is not confined only to the scope of improving the performance of the road, its capacity for improving the stress state of CRCP slab is worthwhile to be affirmed. And the reasonable thickness of AC layer should be designed in consideration of the thermal contraction and damage properties of the CRC slab comprehensively. 相似文献
20.
Some conclusions were drawn from two groups of in-site tests on concrete pile composite foundations. In the tests, it was found that the pressure under the rigid loading slab is different, in which the pressure under the center of the slab is the less and under the edge of the slab is the biggest. The pile-soil stress ratio is not a constant; it increases with the adding of the load. Most of the pile-soil ratio vary from 9 to 13 in these tests and the load that the piles share can be more than seventy percent of the whole load. It was proved that the bearing capacity of the concrete pile composite foundation is high with a little settlement, so it will be used more and more in the future. 相似文献