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1.
A study of the behaviour of constructional cold-formed stainless steel beams at elevated temperatures was conducted in this paper. An accurate finite element model （FEM） for stainless steel beams was developed using the finite element program ABAQUS. Stainless steel beams having different cross-sections were simulated in this study. The nonlinear FEM was verified against the experimental results. Generally, the developed FEM could accurately simulate the stainless steel beams. Based on the high temperature stainless steel material test results, a parametric study was carried out on stainless steel beams at elevated temperatures using the verified FEM. Both high strength stainless steel EN 1.4462 and normal strength stainless steel EN 1.4301 were considered. A total of 42 stainless steel beams were simulated in the parametric study. The effect of temperatures on the behaviour of stainless steel beams was investigated. In addition, a limiting temperature for stainless steel beams was also proposed. 相似文献
2.
为了改善超高强度钢的塑韧性,实验分析了奥氏体化温度分别为840℃、880℃、920℃与等温温度分别为275℃、325℃、375℃对中碳超高强度钢组织性能的影响．结果表明,随着奥氏体化加热温度的升高,贝氏体/马氏体复相组织趋向粗大,钢的强度上升,而塑韧性下降;随着等温温度的升高,钢的抗拉强度呈平缓下降趋势,而钢的塑韧性在275～325℃等温温度范围内呈上升趋势,在325～375℃等温温度范围内呈下降趋势．在试验等温处理温度范围内,奥氏体化温度880℃×30min保温＋等温温度325℃×2min保温油冷,可获得强韧性配合良好的贝氏体/马氏体复相组织,钢的残余奥氏体的含碳量≥76．％,钢的抗拉强度Rm≥2065M Pa ,断面收缩率ψ≥255．％． 相似文献
3.
高强混凝土墙耐火性能的有限元分析 总被引：1，自引：0，他引：1
确定了钢材和混凝土热工参数和热一力本构关系,采用ABAQUS软件建立了火灾下高强混凝土墙温度分布和受力性能分析的有限元模型,计算结果得到以往实验结果的验证.在此基础上,对高强混凝土墙高温下的应力分布、混凝土裂缝以及重要影响因素进行了分析,初步了解了火灾下高强混凝土墙的力学性能,为进一步确定科学合理的抗火设计方法创造了条件. 相似文献
4.
魏瑞演 《福建工程学院学报》2002,(1)
从基本的钢结构材料在高温下的力学性能着手 ,进行高温条件下钢结构材料的性能试验 ,建立高温下钢材的屈服强度、极限强度、弹性模量和极限应变随温度变化的力学模型 ,为高温 (火灾 )条件下钢结构的结构分析提供依据。 相似文献
5.
对国内外正火型高强度压力容器用钢的发展情况进行了调研,分析了国内正火高强度压力容器用钢的研制思路,并对国内外相关标准进行解析,提出了新一代高韧性正火高强度压力容器用钢的研制构想。同时对新钢材的市场应用前景及应用领域进行了初步的探讨。 相似文献
6.
对新一代长寿命高炉炉壳用钢LK490两种规格（36mm和65mm）厚板,采用WQ-1焊丝匹配CHF101焊剂进行埋弧焊对接性能试验。结果表明,两种规格厚板焊接接头常温拉伸强度和高温拉伸强度均满足LK490钢焊接技术条件,焊缝、熔合线和热影响区低温冲击功有较大的富余量,接头综合性能指标满足新一代高炉炉壳用钢焊接技术要求。 相似文献
7.
基于 8个碳纤维布约束高强混凝土棱柱体试件的试验 ,研究了碳纤维布对提高高强混凝土抗压强度和改善其变形性能的作用 .试验发现 ,包裹碳纤维布可以提高试件的抗压强度 ,并有效地改善混凝土的变形性能 ,其效果随碳纤维用量的增加而更加显著 .在试验基础上 ,根据理论分析和对试验结果的整理 ,归纳出碳纤维布约束高强混凝土的应力 应变全曲线方程 .最后 ,利用提出的全曲线方程编制计算机程序 ,分析了包裹碳纤维布对提高高强混凝土压弯构件的强度和延性的作用 相似文献
8.
Approach for analyzing the ultimate strength of concrete filled steel tubular arch bridges with stiffening girder 总被引：2，自引：0，他引：2
ZHANG Zhi-cheng XIE Xu ZHANG He CHEN Heng-zhi 《浙江大学学报(A卷英文版)》2007,8(5):682-692
A convenient approach is proposed for analyzing the ultimate load carrying capacity of concrete filled steel tubular (CFST) arch bridge with stiffening girders. A fiber model beam element is specially used to simulate the stiffening girder and CFST arch rib. The geometric nonlinearity, material nonlinearity, influence of the construction process and the contribution of prestressing reinforcement are all taken into consideration. The accuracy of this method is validated by comparing its results with experimental results. Finally, the ultimate strength of an abnormal CFST arch bridge with stiffening girders is investigated and the effect of construction method is discussed. It is concluded that the construction process has little effect on the ultimate strength of the bridge. 相似文献
9.
运用G1eeb1e1500D热模拟试验机对柱状硼铜（USIBOR1500P）进行热拉伸试验,研究高温下热成形硼钢的变形抗力。首先将试件加热到奥氏体化温度,再以40℃／s冷却速率降到950～550℃,分别以应变速率为0．01、0．1、1／s进行热拉伸试验,获得应力一应变曲线。通过实验结果,分析成形温度、变形程度和应变速率对高温成形件的影响,并利用最小二乘法进行多元线性回归,建立高温下的本构模型。试验结果表明：成形温度和应变速率对变形抗力的影响较为敏感,变形抗力随着成形温度的升高而减小,变形抗力随着变形程度、应变速率的增加而增大。 相似文献
10.
There is growing concern for corrosion damage in reinforced concrete structures with several decades’ service. Pullout tests
and beam tests were carried out to study the effect of reinforcement corrosion on the bond behavior and bending strength of
reinforced concrete beams. The bond strength of plain bars and concrete initially increases with increasing corrosion, then
declines. The turning point depends on the cracking of the concrete cover. The bond strength of deformed bars and concrete
increases with corrosion up to a certain amount, but with progressive increase in corrosion, the bond strength decreases,
and the cracking of the concrete cover seems to have no effect on the bond strength. On the basis of test data, the bond strength
coefficient recommended here, which, together with the bond strength of uncorroded steel bars and concrete, can be used to
easily calculate the bond strength of corroded steel bars and concrete. The bond strength coefficient proposed in this paper
can be used to study the bond stress-slip relationship of corroded steel bars and concrete. The bending strength of corroded
reinforced concrete beams declines with increasing reinforcement corrosion. Decreased bending strength of corroded RC beam
is due to reduction in steel bar cross section, reduction of yield strength of steel bar, and reduction of bond capacity between
steel bar and concrete.
Project supported by Cao Guanbiao Key Technology Development Founding of Zhejiang University and Construction Ministry of
China. 相似文献
11.
本文主要研宄了不同晶粒尺寸的42CrMoVNbTi细晶高强钢拉伸性能和微观组织。结果表明，经组织细化处理，42CrMoVNbTi钢具有较高的强度和塑性，其微观组织为细小的马氏体板条，在板条内和板条间有大量的颗粒状碳化物弥散析出。 相似文献
12.
Seismic behavior of steel reinforced ultra high strength concrete column and reinforced concrete beam connection 总被引：1，自引：1，他引：0
To investigate the seismic behavior of connections composed of steel reinforced ultra high strength concrete （SRUHSC） column and reinforced concrete （RC） beam, six interior strong-column-weak-beam connection specimens were tested subjected to reversal cyclic load. Effects of applied axial load ratio and volumetric stirrup ratio on ductility, energy dissipation capacity, strength degradation and rigidity degradation were discussed. It was found that all connection specimens failed in bending in a ductile manner with a beam plastic hinge. The ductility and energy dissipation capacity increased with the decrease of applied axial load ratio or increase of volumetric stirrup ratio. The displacement ductility coefficient and equivalent damping coefficient lay between those of steel reinforced ordinary concrete connection and those of reinforced concrete connection. The applied axial load ratio and volumetric stirrup ratio had less influence on the strength degradation and more influence on the stiffness degradation. The stiffness degraded sharply with the decrease of volumetric stirrup ratio or increase of applied axial load ratio. The experimental results indicate that SRUHSC column and RC beam connection exhibited better seismic performance and can provide reference for engineering application. 相似文献
13.
Energy dissipators, isolated-resistant and specific structural forms for earthquake resistance are popular topics in the research
to improve shock-resistance. In this work, experimental methods were used to investigate the property of low yield strength
steel. Carbon content in LYS material is lower than that in other steels; the ultimate stress is three times the yield stress.
The ultimate elongation rate is about 62% and the ductility is 2–3 times that of A36 steel. In order to overcome some defects
of ordinary use metallic dampers, the mechanical characteristic of low yield strength steel is used to develop added damping
and stiffness for rhombic steel plate absorber. Test of the energy dissipation behavior for this newly developed device indicated
that LYS could stably dissipate or absorb the input energy of earthquake. Then, the analytical model for the hysteretic behavior
of this new device is proposed. Comparison of experimental data and numerical simulation results showed that this analytical
model is suitable for simulating the hysteretic energy behavior of this new device. 相似文献
14.
Investigation of newly developed added damping and stiffness device with low yield strength steel 总被引：2，自引：0，他引：2
INTRODUCTIONThisresearchfocusedonusingthemechanicalpropertiesoflowyieldstrengthsteel(LYS)tode-velopanewdeviceforaddeddampingandstiffnessandseismicresistanceofrhombiclowyieldstrengthsteelplate.ThemechanicalpropertiesofLYSandtheeffectofthisnewlydevelopeddevicewereinvestigatedbyexperimentalmethod.Ex-pectedly,thisnewdevicecantakeadvantageofplasticenergyabsorbabilitytoabsorbanddissipatetheenergyofearthquakestablyandensurethesafetyofthemainstructure.Ananalyticalmodelisproposedforanalyzingtheh… 相似文献
15.
姜育男 《辽宁科技学院学报》2017,19(1)
介绍了本钢2300热连轧机组厚规格Q550D-MC热轧高强度卷板的产品设计、冶炼、轧制工艺和性能情况.结果表明,采用低碳、铌钛微合金化和适当的控轧控冷技术,使开发的16mm厚度规格 Q550D-MC热轧高强度卷板在具有高强度的同时,又兼有优良的低温冲击韧性;通过纯净钢的冶炼技术,使钢板具有良好的焊接和抗疲劳性能,完全满足车辆及工程机械等领域用钢的要求. 相似文献
16.
17.
利用社交网络进行垃圾信息的传播行为已成为日益严重的社会问题。这些垃圾行为不仅威胁到社交用户的个人信息安全,甚至在一定程度上影响着社会稳定。本文分析了社交网络中的垃圾行为,提出了一种计算关系强度的模型及基于关系强度的非信任分数的传播算法。实验结果表明,该算法可以有效地检测社交网络的垃圾行为。 相似文献
18.
张铮江忠画陈笃海 《福建工程学院学报》2020,(3):205-210
与传统冷弯薄壁型钢墙体相比,冷弯薄壁型钢灌浆墙体具有优越的整体刚度和抗震性能。 通过综述国内外具代表性试验与有限元分析结果,分别给出墙架柱、支撑、墙面板、抗拔件、砂浆、高宽比、加载方式、开洞情况、竖向荷载作用等影响因素对墙体抗震性能的规律,提出该类墙体在抗震性能方面的研究方向。 相似文献
19.
This paper is focused on the structural behavior of the single shear bolted connections with thin-walled ferritic stainless steel.The purpose of this study is to investigate the ultimate behaviors,such as ultimate strength and fracture mode of the single shear bolted connections of thin-walled ferritic stainless steel(low cost steel) rather than austenitic stainless steel(high cost steel).Bolt arrangement and end distance parallel to the direction of applied load are considered as main variables of the test specimens for bolted connections.Specimens have a constant dimension of edge distance perpendicular to the loading direction,bolt diameter,pitch,and gauge.A monotonic tensile test for specimens has been carried out and some bolted connections with long end distance showed curling(out of plane deformation) occurrence which led to strength reduction.The ultimate behaviors such as fracture mode,ultimate strength are compared with those predicted by current design codes.Further,conditions of curling occurrence and the strength reduction due to curling are investigated and modified strength equations are suggested considering the curling effect. 相似文献
20.
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