一种Ni—Cr奥氏体钢蠕变裂纹扩展抗力的研究

本文通过对石油化工厂中常用于制造转化炉管的奥氏体耐热钢 HK40和 HP40合金,在1144K 温变下进行恒载蠕变裂纹扩展试验,发现蠕变裂纹扩展性能与 Ni元素的含量关系很大。为此,本文着重探讨了 Ni 对蠕变裂纹扩展抗力的影响。结果表明,Ni 量增加,蠕变裂纹扩展抗力增强,即 HP40合金的蠕变裂纹扩展性能好于HK40。     

Three-dimensional nonlinear analysis of creep in concrete filled steel tube columns

INTRODUCTION Creep is an internal characteristic of concrete under long-term load. A long time has elapsed since the first discovery of concrete creep in 1907 by Hatt. Many researches have been devoted to this complex problem ever since. However, despite major suc-cesses, the creep phenomenon is still far from being fully understood, even though the phenomenon has occupied some of the best minds in the field, such as Glanville, Dischinger, Troxell, Pickett, Neville, etc. Creep phenome…     

A modified creep index and its application to viscoplastic modelling of soft clays

Conventional consolidation tests on reconstituted specimens of numerous natural soft clays show a decreasing of creep index Cae with increasing soil density. Based on all selected and conducted experimental results, a modified creep index Cae＊ defined in double logarithmic plane lge-lgt, was plotted for various clays, from which Cae＊ can be assumed as a constant for different soil densities. Then, the modified creep index was applied to a newly developed elastic viscoplastic model. In this way, the modified creep index Ca＊ can naturally take into account the nonlinear Cae revealing the influence of soil density in the soil assemblies without additional parameters. Finally, the enhanced model was incorporated into the finite element code ABAQUS and used to simulate a consolidation test and a test embankment. The improvement of simulations by the modified creep index was highlighted by comparing simulations using the conventional creep index Cae.     

题目：圆形纤维增强塑料缠绕混凝土柱在持续轴向压缩下的面向设计的模型分析

目的：在实际工程服役过程中,纤维增强塑料（FRP）约束混凝土柱在遭遇极限荷载前往往已经经历了长时间的轴压荷载作用。因此,相比其短期力学性能,本文旨在研究FPR约束混凝土柱在长期荷载作用后的力学性能。创新点：1.考虑长期轴压荷载作用,提出一种轴压作用下圆形截面 FRP 约束混凝土柱的长期变形分析模型;2.提出了长期轴压作用后的FRP约束混凝土本构模型,从本构关系的角度描述两个方面的影响机理。方法：运用混凝土和FRP徐变的长期变形分析迭代计算方法（图3）。结论：1.提出的长期变形分析模型实现了对FRP约束混凝土柱任意目标时刻的应力和应变状态的高效、准确预测;2.将提出的本构模型嵌入有限元软件中,有效地实现对长期轴压作用的考虑;3.基于OpenSees有限元软件,验证了长期变形分析模型和本构模型的有效性和准确性。     

Microstructure and creep properties of high Cr resisting weld metal alloyed with Co

A 9% Cr ferritic steel weld metal containing 1% Co, partially substituted for nickel, was prepared by submerged arc welding (SAW) processing. The microstructure and creep properties of the weld metal were investigated. The microstructure exhibited a fully tempered martensitic structure free of δ-ferrite. The creep properties of the obtained weld metal were inferior to those of the P92 base metal at 600 and 650 °C. The values of A and n for weld metal in the Norton power law constitution at 650 °C are 1.1×10?21 and 8.1, respectively.