我国金属板带成形性能测试标准体系的建设

介绍了我国金属板带成形性能试验方法标准体系的构成,以及这些标准的制修订过程,最后提出了标准制修订时需要遵守的基本原则和该标准体系尚有待进一步补充完善的建议。

我国金属板带成形性能测试国家标准体系建设研究

介绍了我国金属板带成形性能试验方法系列国家标准体系的基本构成、每个标准主要特点，并与国内外同类标准进行了对比，最后指出了该国家标准体系有待进一步补充完善的地方。

三光束光内同轴送丝激光熔覆成形新方法研究

目的研究"三光束光内同轴送丝"激光熔覆新方法以及单向、多向单道熔覆成形效果。方法采用光线追迹法分析了三光束光斑几何特性,运用TracePro分析了光斑能量分布。利用研制的三光束光内送丝装置进行了单向以及多向单道熔覆实验,对其展开成形表面质量以及单道熔覆层的组织和硬度分析。结果 "三光束光内同轴送丝"激光熔覆新方法可以将原始圆形激光束整形为周向均匀分布的三个扇形光斑,三个光斑光通量均沿着z轴方向呈"尖顶状"分布,丝材能够被三个光斑均匀包裹。基材和丝材采用不锈钢304材料,丝材线径为0.8 mm,负离焦量为2.5 mm,激光功率为1500 W,扫描速度为3.5 mm/s,送丝速度为20.5 mm/s,展开单向和多向单道熔覆成形测试,丝材熔化充分,熔覆层表面均匀平滑。熔覆层形貌和质量基本不受扫描方向的影响。单道熔覆层和基体结合良好,组织整体比较细密,无气孔和裂纹等缺陷,熔覆层底部到顶部晶粒形态主要为树枝晶、柱状晶、胞状晶和树枝晶,熔覆层组织为铁素体δ和奥氏体γ,凝固模式为FA模式,熔覆层底部到顶部铁素体δ的主要形态为板条状铁素体、蠕虫状铁素体、骨架状铁素体和板条状铁素体。熔覆层的平均硬度(228HV)明显高于基材硬度,熔覆层底部到顶部的硬度过渡平稳,不存在明显软化区,组织整体比较细小致密,晶粒分布均匀。结论 "三光束光内同轴送丝"激光熔覆新方法可以实现光、丝耦合,基材和丝材采用不锈钢304材料,选择合理的工艺参数,可以获得理想的单向以及多向单道熔覆成形效果。

振动摆动辗压成形实验分析

为了验证对振动摆动辗压成形所作的理论分析的正确性,在确定摆辗力检测方法的基础上,结合成形工艺参数和振型参数,采用正交试验法设计了实验方案,并分别得到了不同实验参数条件下摆辗件单位面积上的变形抗力及其变形特征;分析了振型参数(频率和振幅)和工艺参数(摆头转速、每转进给量和成形温度)对摆辗件成形时间和变形抗力的影响;同时,还分别将普通摆辗件和振动摆辗件的形状、实际摆辗件和有限元模拟件的变形特征进行了对比。实验分析与比较表明,与普通摆辗相比,振动摆辗的成形力小、成形时间短、成形质量高,且所取得的实验结果与理论分析及其有限元模拟结果一致。

Application and testing of a vertical angle control for a boom-type road header

Automatic profiling control using a boom-type roadheader requires an understanding of horizontal and vertical swing angles of the cutting boom. In this study the vertical angle of the cutting boom is discussed. First, a vertical swing detection model for the cutting boom is established. Then, a kinematic analysis of the vertical swing mechanism is made and formulae describing the geometrical relationship between the vertical swing of the cutting boom and the telescopic length of vertical hydraulic lift cylinders and vertical swing angle of the boom are presented. Various factors such as complexity of the calculation model, the difficulty of installing the sensor and the cost are compared for two methods. Finally, directly measuring the vertical swing angle of the cutting boom with a tilt sensor is decided to be the more simple and effective method. The detection sensitivity and the vertical cutting error of a tilt sensor are studied. Vibration tests on an EBZ160 roadheader were performed in a coal mine. The characteristic vibration frequencies are analyzed. A design of a vibration isolation mount for the tilt sensor is presented. It makes the detection device work more reliably under conditions where vibration is present and lays a foundation for the implementation of an automatic roadhead cutter. A tilt sensor is installed on an EBZ160 and an EBZ200, and experiments have been done in a coal mine. The re- suits show that the experimental result is favorable and achieves the goal of automatic control of the vertical swing of the cutting boom.

Weld Characteristics and NC Bending Formability of QSTE340 Welded Tube

The mechanical characteristics of the weld joint were investigated by tensile test, microstructure test, and microhardness test. The welded tube NC bending tests were carried out to evaluate the weld on the formability of the QSTE340 welded tube. The results show that the wall thinning degree, cross-sectional deformation and springback angle increase significantly as the weld line is located on the outside of the bend compared with that located on the middle and inside, and the welded tubes produce nearly identical performance as the weld line is located on the middle and inside. The wall thickening degree decreases much as the weld line is located on the inside of the bend. So the welded tube can acquire good bending formability as the weld line is located in the region away from the outside of the bend.

Analysis of semi-solid response under rapid compression tests using multi-scale modelling and experiments

Simulating semi-solid metal forming requires modelling semi-solid behaviour.However, such modelling is difficult because semi-solid behavior is thixotropic and depends on the liquid-solid spatial distribution within the material.In order to better understand and model relationships between microstructure and behavior, a model based on micromechanical approaches and homogenisation techniques is presented.This model is an extension of a previous model established in a pure viscoplastic framework to account for elasticity.Indeed, experimental load-displacement signals reveal the presence of an elastic-type response in the earlier stages of deformation when semi-solids are loaded under rapid compression.This elastic feature of the behaviour is attributed to the response of the porous solid skeleton saturated by incompressible liquid.A good quantitative agreement is found between the elastic-viscoplastic predicted response and the experimental data.More precisely, the strong initial rising part of the load-displacement curve, the peak load and the subsequent fall in load are well captured.The effect of solid fraction on mechanical response is in qualitative agreement with experiments.

Test the topographic steady state in an active mountain belt

Landscape evolution is the window to the link between deep earth and surface processes. One of the key issues in landscape evolution is to characterize the topographic steady state of mountain belts. The Taiwan mountain belt is an extraordinary case due to its extremely high uplift and denudation rates. The uplift of Taiwan Island is caused by the oblique collision between the Luzon Arc and the East Asian continent. In this case, the mountain building process in the north always occurs earlier than that in the south,which causes the spatial distribution of steady-state regions.The East Central Range receives much research attention with the presence of river basins that mainly distribute along the trajectory of the collision propagation. Normally, based on analyses of geomorphic parameters, the whole Central Range, or at least part of it, should be at a topographic steady state. However, the balance between uplift rates and denudation rates that exist in these regions is seldomly tested. In this contribution, we make a comprehensive literature review on the uplift and denudation rates derived from various approaches, including sediment yields, in-situ cosmogenic nuclide ^(10) Be, incision of river channels,thermochronology, and GPS observations. This literature review reveals that the topographic steady state may prevail in the northern and middle parts of the East Central Range.However, an obvious inconsistency in denudation rates calculated by different methods prevents us from better constraining the topographic steady state in some regions of this mountain range.

A cementation method of loose particles based on microbe-based cement

Microbe-based cement has been widely reported in recent literatures. It is a new method of consolidating loose fine particles, which relies on the bacterially induced formation of a compatible carbonate precipitation around individual particles and at particle-particle contacts. Materials and cementation procedure are two major factors that influence the cementation performance of microbe-based cement. Besides, there are some other factors related to the performance, such as pH, temperature, metabolism activity, the flushed times of bacterial solution, concentration of substrate and calcium ion, etc., which affect consolidation function. The assessment methods for cementation process are carried out by various techniques. The performance of consolidation loose grains based on microbe-based cement is tested with the help of experiment. In this paper a review is presented on the cementation mechanism of microbe-based cement, techniques utilized to monitor cementation process, the consolidated performance by microbe-based cement and bond factors.

An index for deformation controllability of small-volume materials

Mechanical tests on small-volume materials show that in addition to the usual attributes of strength and ductility, the controlla- bility of deformation would be crucial for the purpose of precise plastic shaping. In our present work, a ＂mechanical controlla- bility index＂ （MCI） has been proposed to assess the controllability of mechanical deformation quantitatively. The index allows quantitative evaluation of the relative fraction of the controllable plastic strain out of the total strain. MCI=0 means completely uncontrollable plastic deformation, MCI=∞ means perfectly controllable plastic shaping. The application of the index is demonstrated here by comparing two example cases： 0.273 to 0.429 for single crystal A1 nanopillars that exhibit obvious strain bursts, versus 3.17 to 4.2 for polycrystalline A1 nanopillars of similar size for which the stress-strain curve is smoother.