能量法研究路面开裂

文中采用Burgers模型模拟沥青混合料的粘弹性力学现象,通过间接拉伸试验计算促使裂缝扩展的耗散能(DCSE),以预测沥青混合料的疲劳寿命。     

基于分布式长标距FBG光纤传感的混凝土梁桥荷载识别技术

以G2京沪高速公路新沂河大桥运营期出现大量梁体裂缝为工程背景,建立分布式长标距FBG健康监测系统,提出广义动态应变时程积分反演车重和车速的方法,并通过有限元理论验证了该方法的可靠性.对系统采集大量样本进行分析,发现新沂河大桥2号梁跨中传感器反演车速数据与WIM值吻合良好,大多数的相对误差在±10％内.2号梁跨中传感器应...     

米轨混凝土轨枕与钢枕道床阻力研究

为明确米轨混凝土轨枕和钢枕道床阻力,建立了实尺米轨铁路有砟轨道试验平台,采用原位测试法测试单根轨枕的道床阻力,并拟合得出道床纵向、横向阻力-位移关系函数.结果表明:位移为2 mm时,米轨混凝土轨枕和钢枕道床的纵向阻力设计值分别为9.67、8.31 kN,道床横向阻力设计值分别为5.27、4.98 kN,米轨混凝土轨枕、...     

对基桩高应变能力测试的看法

阐述了基桩高应变能力测试的理论依据及在工程实际中应注意的问题。     

组织和氢对15MnVNq钢焊接热应变脆化的影响

本文对15MnVNq钢进行热处理及电解渗氢后,用三点弯曲方法对不同取向、不同组织的热应变脆化进行了研究,认为加工硬化促进了钢中C、N扩散集聚,从而导致其脆化;Z向试样的热应变脆化倾向明显高于y向试样;淬火组织比其它组织的热应变脆化倾向大;氢使热应变材料进一步脆化;条片状夹杂物起到预制缺口的作用,特别能使淬火状态的热应变脆化大大提高。     

Recent progress on wave induced loading measurements in warships

Recent measurements of wave induced hull strain and flexure in RN warships are presented together with the derivation of the current design criteria for extreme hull girder bending loads. The history of the development of the shipboard instrumentation used is given and recent developments to improve the quality and ease of analysis of the data are described. An unexpectedly high transverse asymmetry in the longitudinal strains measured in destroyers is shown to be the result of a combination of vertical and lateral bending in oblique seas. Finally recent theoretical comparisons between the loading of Deep-Vee hulls and conventional UK rounded bilge hulls are presented which demonstrate the higher loading experienced by this type of hull form.     

Full scale measurements at magnus

The environmental and structural monitoring system on Magnus tower was designed making use of experience from previous monitoring systems on West Sole, Forties and Buchan. The paper describes the measuring systems adopted together with their calibration procedures and independent checks.

The major results in terms of environmental conditions and platform response are discussed. They are compared with the Forties results and standard design procedures. Deterministic and spectral extreme conditions are considered. Where applicable, comparisons are made with other published results.

Finally, the principal conclusions of the measurement programme are presented and discussed. These refer particularly to structural dynamics, coefficients for the Morison equation and appropriate methods of application of wave loading to a deep water structure.     

钻孔法测定焊接残余应力时的塑性释放应变

用钻孔法测定焊接残余应力时，孔边塑性变形对测量精度有很大影响，本文对孔边屈服过程进行了研究，克服了以往在误差修正方法中的缺点，确定了塑性释放应变εｐ与主应力σｉ、σ２和主方向角β的函数关系，用以修正孔边塑性变形引起的测量误差，使得在二维应力状态下的测量误差降至２％以下。     

金属材料在非对称非比例应变路径循环加载下的塑性行为

本文对42CrMoA高强度合金钢进行了具有不同平均应变的非比例拉压—扭转循环加载试验,研究平均应变对应力响应的影响。试验结果表明,在非对称应变循环下,材料的应力响应与平均应变无关。因此,在循环塑性本构模型的建立中,应该考虑这一试验现象。