混凝土桥梁拼接后收缩徐变计算方法分析

为分析混凝土收缩徐变对新旧拼接混凝土桥梁的影响,考虑每个计算步长内由混凝土收缩引起的应力的徐变作用和混凝土的弹性模量变化,根据能量原理推导了混凝土收缩徐变的位移法基本方程。分别按每个计算步长内应力为变值和常值,采用增量法推导了每个计算步长内收缩徐变的递推计算公式,并编制了相应的计算程序。对比分析表明,按每个计算步长内应力为变值的计算结果与实测值吻合良好,与每个计算步长内应力为常值相比,可以增大计算步长,减少叠加次数,大大加快程序计算速度。     

钢-混凝土组合梁收缩徐变效应的随机分析

钢-混凝土组合梁是由混凝土板和钢梁通过剪力键连接而成的组合结构。由于混凝土的收缩徐变,将引起结构内力和应力重分布。混凝土收缩徐变具有离散性大的特点,进而导致结构长期响应表现出随机性。本文综合考虑徐变模型、收缩模型、混凝土抗压强度、混凝土弹性模量、环境湿度、钢材弹性模量、荷载以及剪力键刚度的随机性对钢-混凝土组合梁结构响应的影响。利用拉丁超立方抽样技术和基于响应面方法的蒙特卡洛抽样,研究了钢-混凝土组合梁挠度和应力时变效应的概率问题。     

Recovery of creep and observations on the mechanism of creep of concrete

Summary Test data on the recovery of creep of mortar specimens made with different cements are presented. It is shown that, whereas creep depends on the strength of mortar (as influenced by the cement), the creep recovery is not a function of this strength. From measurements on the change in weight of specimens, under load and free-standing, it is concluded that creep is not caused by the movement of water from the cement paste into the surrounding medium. The possibility of creep being connected with the removal of zeolitic water from calcium silicate hydrates is discussed, and reasons for the non-reversible character of creep recovery are suggested.     

The relation between creep of concrete and the stress-strength ratio

Summary The linear relation between creep and stress-strength ratio is verified for recent tests of various investigators. The relation between irreversible shrinkage and creep is discussed, and “corrected” graphs of time-deformation versus stress-strength ratio are presented.     

混凝土徐变应变全量递推方法研究及程序设计

混凝土在长期荷载作用下的徐变变形与应力作用历史密切相关,常见的徐变计算方法需记录每一步应力变化,占用大量的存储和计算空间,效率低;采用指数形式徐变度函数可利用指数特点建立只记录当前应力的增量递推式,但不适于应用更广泛的非指数函数形式徐变预测模型.应用徐变恢复理论和应力冲量持时函数,建立了不需记录全部应力历史的全量递推方...     

DETERMINATION OF CREEP PARAMETERS FROM INDENTATION CREEP EXPERIMENTS

ＩｎｔｒｏｄｕｃｔｉｏｎＣｒｅｅｐｉｓｔｈｅｔｉｍｅｄｅｐｅｎｄｅｎｔｐｌａｓｔｉｃｄｅｆｏｒｍａｔｉｏｎｏｆｍａｔｅｒｉａｌｓｗｈｉｃｈｉｓｃｈａｒａｃｔｅｒｉｚｅｄｂｙａｓｔｒｏｎｇｄｅｐｅｎｄｅｎｃｅｏｆｔｈｅｃｒｅｅｐｒａｔｅｆｒｏｍｓｔｒｅｓｓσｏｎｃｏｎｓｔａｎｔｔｅｍｐｅｒａｔｕｒｅＴ .Ｔｈｅｓｅｃｏｎｄａｒｙｃｒｅｅｐｒａｔｅ εｄｅｐｅｎｄｓｏｎｓｔｒｅｓｓσａｓ ε=Ｃｃ·σｎＣ, ( 1 )ｗｈｅｒｅＣｃｉｓａｃｏｎｓｔａｎｔ,ｎＣｉｓｔｈｅｃｒｅｅｐｓｔｒｅｓｓｅｘｐｏｎｅｎｔ.Ｔｈ…     

Nonlinear creep and ductile creep rupture of perfectly elastoplastic rods under tension

The paper is concerned with the problem of predicting nonlinear creep strains and time to ductile rupture of prismatic rods under constant tension. The material of the rod is assumed isotropic, homogeneous, and perfectly plastic. The problem is solved using models that take into account the change in the geometry of the rod during creep, the finiteness of the creep strains, and the effect of the initial and actual elastic strains. The conditions whereby the characteristic dimension of the rod tends to infinity and the accumulated and real strains in the viscous flow are limited are used as a failure criterion. The calculated results are compared with experimental data for a number of steels and alloys to formulate the conditions for the ductile rupture and embrittlement of metallic materials under uniaxial creep __________ Translated from Prikladnaya Mekhanika, Vol. 44, No. 4, pp. 120–133, April 2008.     

Comparison of different shear rheometers with regard to creep and creep recovery measurements

The performance of two shear rheometers with regard to creep and creep recovery measurements is investigated. The first one is a commercially available stress-controlled rheometer that uses an air bearing, and the second one is a magnetic bearing torsional creep apparatus that was built at the Institute of Polymer Materials in Erlangen. The creep and creep recovery measurements were performed in the linear-viscoelastic regime of two polyethylene melts at a temperature of 150°C. The creep compliances of the polyethylenes measured by both rheometers are in excellent agreement. The recoverable compliances of both polyethylene melts, however, have lower values in the case of the commercial rheometer than in the case of the magnetic bearing rheometer. The experimental parameters of creep recovery experiments and the features of the two bearings that are responsible for the different results of the two rheometers are discussed. The influence of the level of the applied shear stress on the short time behavior is investigated as well as the residual torque of the bearings which influences the long time region of the recoverable compliances. Also addressed are the influence of the momentum of inertia of the rotor and the bearing friction which is different for the two rheometers.