共查询到17条相似文献，搜索用时 218 毫秒
1.
通过对重轨钢中夹杂物的研究发现,在铸坯和钢轨中存在有一种类型的MnS复合夹杂,其外围有一层TiS或者Ti-Mn-S,能够在钢轨轧制过程中阻止MnS夹杂的变形。由此提出了加钛处理控制重轨钢中MnS夹杂的新思路,并对这种思路的可行性进行了分析探讨。当钢中氧含量很低,加入适量钛,控制在钢液中不析出钛氧化物,而在凝固过程中首先析出MnS,而后在MnS外围析出TiS或者Mn-S-Ti的复合夹杂物,可以抑制MnS夹杂在轧制过程中的变形。建议工业上冶炼重轨钢时,可以在RH精炼结束时加入0.01%~0.02%的钛,以达到控制长条状MnS夹杂的目的。 相似文献
2.
应用应变疲劳能量损耗的理论和弹塑性断裂力学的J积分理论,初步探讨了钢材的应变循环加载对延性断裂韧度JIC的影响。通过对20G钢和16Mn热轧钢板两种钢材的应变循环加载前、后两种状态的延性断裂韧度JIC测试数据的比较,考察了这种影响的存在。测试结果表明,±0.3%全应变控制的循环加载,经历500周次后可使两种钢材的JIC数值产生15%以上的改变量。对于20G钢,这种变化与Rice给出的循环加载变形功与J积分之间的函数关系相对应;而对于16Mn钢则有较大的差异,其原因有待于进一步的研究。 相似文献
3.
以柳屯原油库为例,采用慢应变拉伸法研究原油油罐罐底钢材(10#钢)的应力腐蚀特性,讨论拉伸速率和阴极极化对腐蚀速率的影响.结果表明,在试验条件下10#钢具有应力腐蚀开裂敏感性,其裂纹是氢致开裂引起的穿晶型应力腐蚀开裂;在阴极极化条件下,该材料——介质体系在自腐蚀电压电位下断裂寿命最长,其应力腐蚀敏感性最小、抗拉强度最大、应变量也最大.因此,对油罐罐底进行阴极保护防腐时,罐底钢材的自腐蚀电位为最佳保护电位值. 相似文献
4.
张海臣 《邢台职业技术学院学报》2010,27(3):38-41
本文从夹杂物形态、尺寸、成分及热力学计算等方面分析了帘线用钢夹杂物的控制技术。生产过程中采用Si、Mn合金进行终脱氧,结合碱度1.0左右的精炼渣,以及冶炼过程避免采用铝等措施,夹杂物控制可以满足帘线用钢质量要求。 相似文献
5.
对调质42CrMo钢进行室温下各种应力循环和对称应变循环的低周疲劳实验,揭示材料的循环软化特性,棘轮变形和低周疲劳特性以及棘轮-疲劳交互作用。结果表明,调质42CrMo钢体现出明显的循环软化;在应力幅值或平均应力较高时,试样的棘轮变形较大,其破坏形式为延性破坏,而在应力水平较低时,材料的破坏由疲劳裂纹扩展所致的脆性断裂引起;材料在应力循环下的低周疲劳寿命由于有棘轮变形的产生而受到平均应力、应力幅值、最大应力和应变比等多种因素的影响。 相似文献
6.
通过对微合金钢中几种常见析出相的形貌观察和成分分析,研究了Nb（C,N）、Ti（C,N）、MnS及A1N等在不同温度条件下的回溶情况。结果表明,在研究的温度范围800℃～1190℃内,这些析出相都存在析出和回溶的过程。Ti（C,N）、MnS等优先析出,并成为后析出物聚集结晶的核心;钢中Ti（C,N）的存在对Nb的回溶具有拖曳作用。 相似文献
7.
45钢绝热剪切变形数值模拟 总被引：1，自引：0，他引：1
采用Ansys／Lsdyna对SHPB加载条件下不同热处理状态的45钢进行了2D数值模拟,数值重现了帽型试样高应变条件下的绝热剪切变形历程。计算中采用二维轴对称应变条件下的两种网格模型,材料本构方程采用热粘塑性Johnson-Cook本构关系,基于应力塌陷绝热剪切形成判据和等效应力-时间曲线分析了绝热剪切变形规律。计算结果表明,绝热剪切敏感性与加载速率和材料的组织结构密切相关。 相似文献
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9.
文章对三钢闽光生产的20CrMnTiH齿轮钢方坯中的夹杂物进行了研究.研究结果表明,铸坯内弧表面到铸坯1/2厚度夹杂物数量逐渐增多,1/4厚度和1/2厚度夹杂物数量相差不大;铸坯中主要存在氧化物、硫化物和TiN夹杂物,其中,氧化物主要成分是CaO-Al2 O3-SiO2-MgO-CaS,部分尺寸较大,TiN夹杂物数量较多,但大部分尺寸较小,铸坯中大尺寸氧化物夹杂和小尺寸氧化物夹杂的成分相近,其中,大尺寸钙铝酸盐夹杂物主要来源于卷渣;Therm-Calc软件计算得到的铸坯凝固过程中形成的夹杂物类型与扫描电镜检测结果一致. 相似文献
10.
16Mn热轧钢板延性断裂韧度JIC的相关性研究 总被引：1，自引：0，他引：1
探讨了热处理和应变循环加栽对16Mn延性断裂韧度JIC的影响.实验结果表明:16Mn热轧钢板正火后延性断裂韧度JIC约是正火前的3倍,应变循环加栽对钢材的延性断裂韧度JIC的影响很明显,钢材单调拉伸0.3%应变后,延性断裂韧度JIC均比未经单调拉伸0.3%应变时降低了11%.控制±0.3%全应变的循环加栽500周后,延性断裂韧度JIC比未经单调拉伸0.3%应变时钢的延性断裂韧度JIC提高了15%,产生相反差异的原因还有待于进一步的研究. 相似文献
11.
Due to traffic and wave actions, cast steel joints are subjected to variable-amplitude fatigue loading, which may cause fatigue problems. The ratio of the minimum strain to the maximum strain(strain ratio)can be employed to analyze the influence of variable-amplitude fatigue both in the elastic and plastic ranges. To evaluate the effect of the strain ratio on G20Mn5QT cast steel, the fatigue tests of smooth specimens were carried out at the strain ratio of 0.1. The cyclic deformation and the relationships between the strain amplitude, the stress amplitude, the Smith, Watson and Topper(SWT)parameter and fatigue life were studied and compared with those at the strain ratio of -1. Compared with other methods, Basquin formula and Solonberg formula provide reliable and appropriate ranges of S-N curve and fatigue limit at different strain ratios respectively. The SWT parameter can be used to predict the fatigue life at other strain ratios accurately. 相似文献
12.
刘晓红 《实验室研究与探索》2011,30(9):24-27
为了探讨了残余应力应变释放系数修正公式的应用及其可靠性,通过用有限元分析软件建立分析模型。首先推导出材料的应变释放系数随形状改变比能参量S变化的塑性修正公式,然后用此公式进行高应力状态下残余应力的模拟修正,以确定修正公式在实际应用中的可靠性。经过对单向应力和复杂应力状态下的残余应力进行塑性修正,用反算应力法得到修正应力,修正应力和施加应力之间的偏差较未修正前的应力引起的偏差大幅减少,修正应力非常接近真实的施加应力值。结果表明,用推导出来的残余应力应变释放系数修正公式计算残余应力具有精度高、修正效果较好的特点。 相似文献
13.
张书良 《深圳职业技术学院学报》2002,1(2):14-20
依据局部应力释放原理,提出建筑结构工作应力测试的新方法——局部应力解除法,与其它方法相比,该方法具有操作简便、测试精度高、费用低、不受现场环境条件影响等优点,适用于建筑物中各种钢结构构件和钢筋混凝土结构构件中钢筋的实际工作应力检测。 相似文献
14.
Dong-ming Yan Hua-wei Yin Cheng-lin Wu Yan-long Li Jason Baird Gen-da Chen 《浙江大学学报(A卷英文版)》2016,17(9):689-701
In this study, two full-size concrete walls were tested and analyzed to demonstrate the effectiveness of a chemically reactive enamel (CRE) coating in improving their mechanical behavior under blast loading: one with CRE-coated rebar and the other with uncoated rebar. Each wall was subjected in sequence to four explosive loads with equivalent 2, 4, 6-trinitrotoluene (TNT) charge weights of 1.82, 4.54, 13.6, and 20.4 kg. A finite element model of each wall under a close-in blast load was developed and validated with pressure and strain measurements, and used to predict rebar stresses and concrete surface strain distributions of the wall. The test results and visual inspections consistently indicated that, compared with the barrier wall with uncoated reinforcement, the wall with CRE-coated rebar has fewer concrete cracks on the front and back faces, more effective stress transfers from concrete to steel rebar, and stronger connections with its concrete base. The concrete surface strain distributions predicted by the model under various loading conditions are in good agreement with the crack patterns observed during the tests. 相似文献
15.
The dynamic characteristics and failure modes of steel reinforced concrete (SRC) columns subjected to blast loading are complicated because of the transient stress wave in the SRC columns and the interaction between steel and concrete. This paper presents a numerical simulation of the response of SRC columns subjected to blast loading using hydrocode LS-DYNA. In the numerical model, a sophisticate concrete material model (the Concrete Damage Model) is employed with consideration of the strain rate effect and the damage accumulation. An erosion technique is adopted to model the spalling process of concrete. The possible failure modes of SRC columns are evaluated. It is observed that the failure of SRC columns subjected to blast load can generally be classified into three modes, namely, a direct failure in concrete body due to the stress wave, a transverse shear failure near the support sections due to the high shear force, and a flexural failure pertaining to large local and global deformation of the reinforcing steel. 相似文献
16.
钢板在精轧时开裂,采用金相显微镜和电子探针对开裂钢板进行了观察和分析。结果表明开裂钢板的板厚中心区域存在Mn等元素偏析并观察到较多聚集分布的夹杂物和严重的马氏体偏析条带;分析认为Mn等元素偏析导致马氏体和聚集分布的夹杂物的产生,而马氏体相变属于非扩散型相变,相变时发生较大的体积膨胀,产生较大的内应力,同时夹杂物的存在为裂纹的产生提供裂纹源,二者共同作用导致裂纹产生并扩展至开裂。 相似文献
17.
Qiu Zhao Kongsheng Chen Meizhong Chen Bruno Briseghella Zhiyong Guo Guotao Yang 《天津大学学报(英文版)》2018,(5)
The blind-hole method is the most widely used approach to experimentally determine the distribution of residual stress. This paper aims to improve test accuracy of welding residual stress and conducts an experimental study on the strain release factors involved when using the blind-hole method for Q235 and Q345, two steels commonly used in building structures. The ranges of strain release factors A and B in the elastic stage, the effects of strain release factors on residual stress calculated values, and the plastic corrected strain release factors are analyzed considering of the effect of plastic deformation around the blind hole on measurement accuracy. Finally, a simplified calculation formula to determine strain release factors is proposed for use with the blind-hole method. Results show that in the elastic stage, strain release factor A for Q235 and Q345 ranges from-0.399 to-0.525 and strain release factor B from-0.791 to-0.960. Changing the strain release factors A and B shows that calculated residual tensile stress varies in relation to a decrease in both factor values. However, there is a increase in calculated residual compressive stress with a decrease in the strain release factor A value, but there is an decrease with a decrease in strain release factor B value. Calculated residual stress applied to elastic strain release factors is compared with that applied to amended plastic strain release factors for Q235 steel. The maximum deviation between calculated residual stress and test stress is reduced from 21.1 to 1.0%,and for Q345 steel from 26.5 to 1.2%. It is thus evident that the plastic correction formula proposed in this paper can be used in calculations when conducting a residual stress test. 相似文献