木构件螺钉结合持久性能研究

采用握钉力试验方法对钉结合蠕变性能进行了研究。结果表明:钉结合强度取决于木材与螺钉的咬合程度和摩擦力;Burger模型可较精确地模拟松木握钉的短期蠕变性能;湿环境下握钉蠕变量显著大于干环境,温度及相对湿度都是影响蠕变的重要因素;应力水平越高握钉蠕变量越大;高湿环境及高应力水平下的握钉蠕变速率最大,在较短时间内便出现握钉破坏;为安全考虑,建议长期使用中应使螺钉握钉力控制在极限握钉力的40%以内。     

碳纤维木材复合材结合层剪切蠕变性能研究

为了研究碳纤维应用于建筑木构件及其节点加固工程中的长期承载性能,采用持续负载的剪切试验方法对碳纤维木材复合材结合层在高湿(温度60℃,相对湿度90％),低湿(温度24℃,相对温度45％)环境条件下的蠕变性能进行了研究.结论表明:Burger模型可较精确地模拟复合材结合层的短期剪切性能(R2≥98％);高湿环境下结合层剪切蠕变量显著大于低温环境,温度及相对湿度都是影响蠕变的重要因素;结合层厚度越大,剪切蠕变变形也越大,应力松弛较大,建议碳纤维与木材复合时施加一定的压力(0.05 MPa以上)以减少结合层厚度;高温环境下高应力水平的蠕变速率最大,较短时间便出现结合层断裂,在碳纤维设计应用时,应确保结合层剪切应力水平在极限应力的50％以内.图3参12     

气候变化对黄河首曲生态退化的影响

玛曲湿地被称为黄河的"蓄水池"和"高原水塔"。然而近30年来,由于气候变化和人类的过渡利用等原因造成了玛曲湿地的黄河"蓄水池"功能萎缩,,对当地生态环境和居民的生产和生存造成了严重的威胁。     

Creep Damage Failure of Rock Salt

Creep damage is one of the main failure types of rocksalt, so the creep experiment of Changshan and Qiaohou rocksalt is carried out. The relation between strain and time is built up combined with rheology model through observation of the generation, expand of crack in rocksalt sample. And the failure essence of rocksalt called dislocation failure, is analyzed in microscope.     

Two-dimension Thermal Elasto-plastic and Creep Stress Model for Thin Slab Strand in Continous Casting

The thin-slab continuous casting is an important new technology in the world. The major key of this technology is to assure the good quality and the less crack of thin slab. Thus in this paper a two-dimension thermal elasto-plastic and creep stress (TEPC) model for thin slab strand is developed. The equations between stress and strain are given on thermal creep condition for elastic area, plastic area and the transitional area of thin-slab strand section.The formula of equivalent plasto-strain increment is obtained. The boundary conditions of the model given is fairly accurate. Therefore, the TEPC model is possessed of higher precision, and the model is also used to analyze the stress and strain distribution of strand in continuous casting.     

A Time-effect Model for Concrete Compressive Strength under Sustained Load

Based on the existed stress-strain curve of concrete prism under one-off short-term load and the concrete creep model, a new time-effect model for evaluation of concrete compressive strength is established through the synthesis of the concrete creep attenuating effect under sustained load and the concrete strength enhancing effect by age, a corresponding computer program has been developed. The computation of related indices and their change rules of several different-grade concrete materials with the program was carried out and the results were compared with experimental data and finite element numerical results reported in the literature, the reasonableness and practicality of the proposed new model have been verified.     

徐变效应的位移分析法

位移法分析超静定结构徐变效应的关键是求单元的徐变固端力.本文根据徐变分析的力法和虚功原理,推导出杆系结构一次加载的单元徐变固端力计算公式,发现单元的徐变固端力是杆件的徐变系数和弹性杆端力的函数。根据推导出的公式,用FORTRAN语言编制了结构徐变分析的位移法计算机程序,并对一个框架算例进行了徐变分析.结果表明,结构各部分的浇筑时间差和持荷时间对结构的受力和变形影响很大,在实际工程设计中不能忽略徐变对结构的影响.     

木质材料变参数流变模型的研究

如何建立木材在变载荷下蠕变的数学模型，是木材流变学在理论研究和生产应用中迄今尚未解决的问题。本文突破传统的常参数建模方法，提出一种变参数流变模型的概念，并以两单元的变参数Maxwell模型拟合了杨木的蠕变性质。结果表明：采用变参数流变模型不仅能以较少的弹、粘单元组合代替常参数的多个弹、粘单元组合模型，使流变参数便于求解，且对不同形式变载荷下的蠕变变形，均有很高的拟合精度。     

PARTICLEBOARD STRESS RELAXATION THROUGHOUT MECHANO-SORPTIVE CREEP OF GLUELINES

Anumberofinveshgationsonmethodslbrcontrollingpaticleboardstabilityhavebeenmade,andmostofthemconcentrateonstabilisingthewood.substance.MakuandSasaki(l956)foundthatswellingandtvaterabsorptionofboardsmadefromheattreatedflakesdecreasedwiththeseverityoftreatment.ThisagreeswiththeworkofLehmann(l964)whofotmdthestabilityofparticleboardtoim-provewhenmadewithparticlestreatedat2o5C"forl5,3o,45niinutes.ThemechanicaIpropertieswere,however,adverscl}'affcctedbecauscofen1brittlementofthextood.Tl1iseffecthas…