Transverse Distributions of Front and Back Tension Stresses in Cold Strip Rolling

In this paper,such a new lateral displacement function is proposed that the lateral flow velocity is con- tinuous at the entry and the exit of deformation zone.A new kind of finite strip method—the third power B-spline finite strip method—is put forward to simulate strip rolling process.Front and back tension stresses are formulated.The computed results of the transverse distributions of the front and back tension stresses are close to the experimental results.The paper lays a foundation for further analysing the three-dimensional stresses and deformations of strip rolling.

Tensile stress regulated microstructures and ferroelectric properties of Hf_(0.5)Zr_(0.5)O_(2) films

The discovery of ferroelectricity in HfO_(2) based materials reactivated the research on ferroelectric memory.However,the complete mechanism underlying its ferroelectricity remains to be fully elucidated.In this study,we conducted a systematic study on the microstructures and ferroelectric properties of Hf_(0.5)Zr_(0.5)O_(2)(HZO)thin films with various annealing rates in the rapid thermal annealing.It was observed that the HZO thin films with higher annealing rates demonstrate smaller grain size,reduced surface roughness and a higher portion of orthorhombic phase.Moreover,these films exhibited enhanced polarization values and better fatigue cycles compared to those treated with lower annealing rates.The grazing incidence x-ray diffraction measurements revealed the existence of tension stress in the HZO thin films,which was weakened with decreasing annealing rate.Our findings revealed that this internal stress,along with the stress originating from the top/bottom electrode,plays a crucial role in modulating the microstructure and ferroelectric properties of the HZO thin films.By carefully controlling the annealing rate,we could effectively regulate the tension stress within HZO thin films,thus achieving precise control over their ferroelectric properties.This work established a valuable pathway for tailoring the performance of HZO thin films for various applications.

Prestressed tensioning method and its application to testing anchor stress of anchor cables for side-slope stabilization

The anchor stress extent of a prestress anchor cable project has a direct relation with the project safety and performance. Prestressed tensioning method is a kind of nondestructive testing method, by which a reverse stretching load is applied on the external exposure section of anchor cable under construction or in service, and then the elongation variation of stress bars is measured to determine the anchor stress. We elaborated the theory and testing mechanism of prestressed tensioning method, and systematically studied key issues during the prestressed tensioning process of anchor cable by using physical model test, including the composition of tension stress-elongation curve, the variation of anchor stress, the compensation of locked anchor stress, and the judgment of anchor stress, and verified the theory feasibility of prestressed tensioning method. A case study on slope anchor cable of one highway project was conducted to further discuss on the test method, operation procedures and judgment of prestressed tensioning method on obtaining anchor stress, and then the test data of three situations were analyzed. The result provides a theoretical basis and technical base for the application of prestressed tensioning method to the evaluation of construction quality and operation conditions of anchor cable project.

Charactersitics of Stress-strain Curve of High Strength Steel Fiber Reinforced Concrete under Uniaxial Tension

A whole of 110 specimens divided into 22 groups were tested with varying the volume fraction of steel fibers and the matrix strength of these specimens. The stress-strain behaviors of four types of steel fiber reinforced concrete （SFRC） under uniaxial tension were studied experimentally. When the matrix strength and the fiber content increase, the tensile stress and tensile strain vary differently according to the fiber type. The mechanisms of reinforcing effect for different types of fiber were analyzed and the stress-strain curves of the specimens were plotted. Some experimental factors for stress or strain of SFRC were given. A tensile toughness modulus Re0.5 was introduced to evaluate the toughness characters of SFRC under uniaxial tension. Moreover, the formula of the tensile stress-strain curve of SFRC was regressed. The theoretical curve and the experimental ones fit well, which can be used for references in construction.

The relationship between microstructure and stress-strain behavior in tension in high strength pipeline steel

In this paper the relationship between microstructure and stress-strain behavior in tensile test of high strength pipeline steel was investigated.The steel with polygonal ferrite-bainite(PF + B) microstructure has a "round-house" type tensile stress-strain curve with low Y/T ratio,highly uniform elongation and high n-value,which means PF + B microstructure has the best deformability(i.e.Ideal stress-strain behavior) among the four microstructures.The steel with acicular ferrite-martensite&austenite(AF + MA) microstructure has a "continuous-yielding" type tensile stress-strain curve,whose deformability is worse than that of PF + B microstructure.Both the steels of polygonal ferrite-acicular ferrite(PF + AF) and polygonal ferrite-pearlite (PF+P) microstructure have "luders elongation" type tensile stress-strain curve with high Y/T ratio,low uniform elongation and low n-value,which means PF + AF and PF + P microstructures have the worst deformability among the four microstructures.

Role of gelatinous layer in growth stress generation in tension wood

To elucidate what controls the magnitude of longitudinal growth stress in tension wood, anatomical measurements of gelatinous fibres were carried out on poplar tension wood (Populus I4551). Sections were cut from embedded blocks to avoid a border artefact described earlier. Results showed that: 1) no gelatinous fibres were observed under a growth strain level from 0.06% to 0.08%; 2) almost all of the non-conductive tissues contained gelatinous fibres above a growth strain level from 0.15% to 0.19%; 3) the amount of fibres, the amount of fibres with gelatinous layer, per unit of tissue area, and the thickness of the gelatinous layers controlled most of the magnitude of growth stress; 4) the contribution of the S2 layer in both fibre types could also play a role in the growth stress generation.

ANALYTICAL SOLUTIONS TO STRESS CONCENTRATION PROBLEM IN PLATES CONTAINING RECTANGULAR HOLE UNDER BIAXIAL TENSIONS

The stress concentration problem in structures with a circular or elliptic hole can be investigated by analytical methods. For the problem with a rectangular hole, only approximate results are derived. This paper deduces the analytical solutions to the stress concentration problem in plates with a rectangular hole under biaxial tensions. By using the U-transformation technique and the finite element method, the analytical displacement solutions of the finite element equations are derived in the series form. Therefore, the stress concentration can then be discussed easily and conveniently. For plate problem the bilinear rectangular element with four nodes is taken as an example to demonstrate the applicability of the proposed method. The stress concentration factors for various ratios of height to width of the hole are obtained.

The Load-Displacement Curves of Deep Fascia in Response to Tension Stress Principle during Limb Lengthening: a Preliminary Study

Objective:To investigate the load displacement curves of deep fascia of leg in response to the Tension Stress principle during limb lengthening. Methods:Limb lengthening animal model was established in New Zealand white rabbits using a unilateral external fixator applied with four pins to the medial surface of tibia and monofocal proximal diaphysis with closed multiple drill holes and osteoclasis between the second and the third pins.Seven days after operation,distraction was initiated at distraction rates of 1mm/day and 2mm/day in two steps,and proceeded until increases of 10% and 20% in the initial length of tibia had been achieved.The fascia samples of 30mm×10mm were clamped with the Instron 1122 tensile test device at room temperature with the constant tensile rate of 5mm/min.After 5 load download tensile tests had been performed,the samples were elongated until rupture.And the load displacement curves were automatically generated. Results:The normal fascias showed typical load displacement rule of collagenous tissues.And each experimental group of fascias kept the characteristics.The curves of fascias at a rate of 1mm/day were closer to the curves of normal fascias.For the normal fascias,the ultimate tension strength was avarage 2.69N,and the strain at rupture was avarage 14.11%.And the ultimate tension strength of the fascias after limb lengthening increased. Conclusion:These results prove that the Tension Stress during limb lengthening has great effect upon the load displacement curves of fascia.The curves of fascia at a distraction rate of 1mm/day were closer to the curves of normal fascia.

Design and Analysis of Tapered Stress Joint for Top Tensioned Riser System

Stress Joint （SJ） plays a key role in the Top Tensioned Riser （TTR） system for deep water engineering. A preliminary design method of tapered SJ is proposed in the paper, which could help designers obtain accurate design data. After a further sensitive analysis is carried out, the related parameters choice and control methods are recommended in the engineering practice. By taking the extreme environment conditions into consideration, the effects of bending stress reduction and curve control are analyzed, and the 3-D FE models are established by ABQOUS for numerical evaluation to verify the correctness of design results. At last, dynamic analysis and fatigue analysis, based on actual project, are carried out with designed stress joint. The analysis results prove the feasibility and guidance of this method in the practical engineering applications.

套筒灌浆搭接及对接接头高应力反复拉压试验

为比较套筒灌浆搭接及对接接头间力学性能差异,进行了41个搭接接头和20个对接接头的单拉及高应力反复拉压试验。结果表明:单拉及高应力反复拉压时,两种接头均能实现最大力下总伸长率大于6%、延性系数大于4,强度基本满足规范要求;高应力反复拉压后单拉时,两种接头承载力均有所提高,但接头初始刚度和延性下降;防偏转措施可减少搭接接头残余变形,但其约束刚度有限,搭接接头残余变形略大于对接接头,防偏转搭接接头及对接接头残余变形基本满足规范要求;高应力反复拉压后单拉时,搭接接头套筒中部截面在加载前期纵向受拉、环向受压,加载后期纵向受压、环向受拉,对接接头套筒加载过程中均为纵向受拉、环向受压;高应力反复拉压结束后单拉时,防偏转、不防偏转搭接接头套筒中部截面近钢筋侧最大纵向拉应变分别为对接接头的0.10~0.39倍、0.13~0.18倍,最大环向压应变分别为对接接头的0.09~0.49倍、0.02~0.32倍,搭接接头对套筒材性要求较低;钢筋直径相同时搭接接头材料成本较对接接头降低约35%。

新型拉压复合型锚杆锚固性能研究Ⅳ:数值模拟

新型拉压复合型锚杆具有良好的锚固性能,在抗浮工程中优势明显并逐渐推广应用,但其荷载传递规律尚不明晰。基于此,针对已完成的现场试验,对拉压复合型锚杆的荷载传递机理开展了数值模拟研究。结果表明,拉压复合型锚杆筋体轴向拉力在承压锚固段保持不变,拉力传递至受拉锚固段后大幅降低,破坏时受拉承载系数略低于受拉长度系数。承压锚固段灌浆体受压,压应力向端头递减;受拉锚固段灌浆体受拉,拉应力先增大后减小,且最大拉应力显著低于全黏结型锚杆;优化拉压长度比,可以进一步减小受拉锚固段灌浆体受到的轴向拉应力。拉压复合型锚杆浆土界面剪应力在承载体处最大,向两侧减小;与全黏结型和压力型锚杆相比,相同拉力下,拉压复合型锚杆浆土界面剪应力显著减小,应力集中现象明显削弱,且分布更加均匀。

Bulging Distortion of Austenitic Stainless Steel Sheet on the Partially Penetrated Side of Non-Penetration Lap Laser Welding Joint

Non-penetration laser welding of lap joints in austenitic stainless steel sheets is commonly preferred in fields where the surface quality is of utmost importance.However,the application of non-penetration welded austenitic stainless steel parts is limited owing to the micro bulging distortion that occurs on the back surface of the partial penetration side.In this paper,non-penetration lap laser welding experiments,were conducted on galvanized and SUS304 austenitic stainless steel plates using a fiber laser,to investigate the mechanism of bulging distortion.A comparative experiment of DC01 galvanized steel-Q235 carbon steel lap laser welding was carried out,and the deflection and distortion profile of partially penetrated side of the sheets were measured using a noncontact laser interferometer.In addition,the cold-rolled SUS304 was subjected to heat holding at different temperatures and water quenching after bending to characterize its microstructure under tensile and compressive stress.The results show that,during the heating stage of the thermal cycle of laser lap welding,the partial penetration side of the SUS304 steel sheet generates compressive stress,which extrudes the material in the heat-affected zone to the outside of the back of the SUS304 steel sheet,thereby forming a bulge.The findings of these experiments can be of great value for controlling the distortion of the partial penetrated side of austenitic stainless steel sheet during laser non-penetration lap welding.

基于声发射的高强混凝土轴拉与劈拉损伤演化特征

本研究对抗压强度约100 MPa的高强混凝土开展了轴拉和劈拉应力-应变全曲线试验,比较分析了两种试验全过程声发射特征,揭示了高强混凝土轴拉和劈拉破坏机制及损伤模式演化规律。研究表明:轴拉试样在峰值应力后受宏观裂缝不稳定扩展影响易发生偏心受拉,劈拉试样在峰值应力后应变分布较均匀,裂缝扩展较稳定;轴拉试样累计声发射撞击曲线在峰值应力处呈下凸型,而劈拉试样受局部集中应力影响累计声发射撞击曲线呈上凸型;轴拉试样受拉伸应力主导发生破坏,劈拉试样的破坏经历了拉剪混合破坏到拉伸破坏的转变。

神经科护士工作投入的现状及影响因素分析

目的分析神经科护士工作投入现状及其影响因素。方法采用便利抽样的方法,于2022年4月—5月对北京某三级甲等综合医院神经科护士进行横断面调查。采用自行设计的一般资料调查问卷、工作投入量表、中文版知觉压力量表,对神经科护士进行调查问卷。结果本研究共发放问卷660份,回收630份,回收率95.45%;有效问卷630份,有效率100.00%。630名神经科护士工作投入得分为(35.15±5.34)分,各个维度的平均分对比,差异有统计学意义(P<0.05)。单因素分析结果显示,神经科护士的工作投入评分在年龄、聘用关系、技术职称、工作年限和子女情况上的差异有统计学意义(P<0.05)。神经科护士的知觉压力总分为(36.76±8.10)分,工作投入总分与失控感评分、知觉压力总分呈正相关(P<0.05),与紧张感评分呈负相关(P<0.05)。多因素分析结果显示,失控感、聘用关系、工作1~10年、紧张感是工作投入的独立影响因素(P<0.05)。结论神经科护士工作投入的影响因素众多。作为临床护理管理者可以通过有效的科学管理办法,采取有效措施缓解护士心理压力,降低反刍思维水平,正向引导建立正向的应急心理,从而提高护士工作投入程度,最终达到提高护理质量和患者满意度的目的。

圆形预应力钢丝缠绕正交预紧机架的缠绕分析计算

在预应力钢丝缠绕正交预紧机架结构的基础上提出了一种全新的机架型式——圆形预应力钢丝缠绕正交预紧机架。对该型机架的缠绕进行理论分析和计算,进而求得缠绕施工张力表,为钢丝缠绕施工提供重要理论依据。该型机架的研发是超重型承载机架结构的重要技术突破。

平面拉伸下聚氨酯裂纹板的裂纹扩展研究

聚氨酯(PU)因具有优异的物理化学性能,常用于一般工业与民用建筑中的屋面、地下室、浴室、卫生间地面等防水工程,但在长期服役过程中,难免会产生裂纹或微孔等缺陷,裂纹地萌生与扩展将劣化材料的使用性能,降低材料构件的承载力,甚至导致结构失效或安全事故。本文通过平面拉伸试验,探究了不同拉伸速率下聚氨酯裂纹板的力学性能及其裂纹扩展规律,研究结果表明,拉伸速率对裂纹板的应力应变关系、断裂失效时间以及裂纹扩展规律均有一定影响。

悬臂拼装施工的预制节段箱梁桥预应力参数优化

为揭示预制节段箱梁桥预应力相关参数对悬臂拼装阶段和合龙阶段箱梁横截面应力及施工期线形的影响,选取某工程一联三跨预制节段箱梁桥,针对悬臂拼装阶段和合龙阶段不同预应力参数取值对桥梁受力状态及变形特征的影响进行数值模拟。研究结果表明:预制节段箱梁桥顶板钢束最优张拉控制应力为预应力钢束抗拉强度标准值的0.70~0.75倍,与此同时应控制预应力钢束截面积不低于0.000 98 m^(2)(7Ф15.2 mm)。顶板单侧钢束组预应力合力作用线与顶板中轴线之间的距离,即顶板预应力合力偏心距宜取箱梁宽度的0.22~0.26倍。合龙阶段采用先张拉底板、腹板通长钢束,再张拉中、边跨局部钢束的方式可使桥梁在不同张拉阶段之间的线形及横截面应力变化更加平缓,有利于施工期间结构的安全控制。

凹槽对6063铝合金力学性能的影响

为探究凹槽对6063铝合金力学性能的影响,设计单凹槽和凹槽间距分别为1.0、2.0、3.0及4.0 mm的双凹槽等5种不同的板材试样,采用室温单轴拉伸实验结合数值模拟的方法进行力学分析。结果表明:局部凹槽使得板材的塑性大幅下降,断裂位移显著降低;带有凹槽的试样应力更高,应力集中更严重。

裂隙灰岩拉剪破坏裂纹扩展规律与断裂机制

为了探究裂隙灰岩体发生拉剪破坏后的裂纹扩展规律与断裂机制,以裂隙灰岩为研究对象,开展拉剪断裂试验,并基于ABAQUS软件建立相对应模型。通过分析得到不同加载位置下裂隙尖端发生断裂破坏过程的应力云图变化,利用J积分与位移外推法计算得到Ⅰ、Ⅱ型应力强度因子。结果表明:随着加载步数的增加,加载点正下方、裂纹尖端处与底部临空区易形成应力集中区并相互贯通,数值模型与物理试验裂纹扩展路径基本一致,加载距离的增加使得裂纹起裂角与水平方向最远扩展距离变小。利用J积分法与位移外推法计算不同加载距离下应力强度因子K_(Ⅰ)、K_(Ⅱ)值,相对误差在5%以内,计算结果准确度较高。所建立的模型能够较好地反映试验真实断裂情况,其分析结果可为危岩崩塌预报防治提供重要的理论参考。

不同术式治疗腹股沟疝患者的效果

目的:比较腹腔镜经腹腹膜前腹股沟疝修补术(TAPP)、腹腔镜全腹腹膜外腹股沟疝修补术(TEP)与传统无张力疝修补术治疗腹股沟疝患者的效果。方法:选取2021年3月至2023年1月该院收治的141例腹股沟疝患者进行前瞻性研究,依据随机数字表法将其分为传统组、腹腔镜A组、腹腔镜B组各47例。传统组行无张力疝修补术治疗,腹腔镜A组行TAPP治疗,腹腔镜B组行TEP治疗,比较三组围术期指标水平、术后疼痛程度[视觉模拟评分法(VAS)]评分、手术前后应激指标水平[皮质醇(Cor)、去甲肾上腺素(NE)、促肾上腺皮质激素(ACTH)]水平、术后1周内并发症发生率和随访3个月的复发率。结果:腹腔镜A、B组手术时间、肠道功能恢复时间均长于传统组,下床活动时间均短于传统组,术中失血量均少于传统组,差异有统计学意义(P<0.05);腹腔镜B组手术时间、下床活动时间均短于腹腔镜A组,差异有统计学意义(P<0.05);腹腔镜A、B组术中失血量、肠道功能恢复时间比较,差异均无统计学意义(P>0.05);腹腔镜A、B组术后1 d、3 d和1周VAS评分比较,差异均无统计学意义(P>0.05);术后3d,三组血清ACTH、NE、Cor水平均高于术前1 d,但腹腔镜B组<腹腔镜A组<传统组,差异有统计学意义(P<0.05);三组并发症发生率、复发率比较,差异均无统计学意义(P>0.05)。结论:TEP、TAPP治疗腹股沟疝患者下床活动时间均短于传统无张力疝修补术治疗,术中失血量均少于传统无张力疝修补术治疗;TEP治疗腹股沟疝患者的手术时间、下床活动时间均短于TAPP治疗,应激指标水平均低于TAPP治疗和传统无张力疝修补术治疗,三种术式各有利弊。