软化效应 meaning in Chinese
softening effect
Examples
- The calculation results also show that the elastic constants of li , na , al elevates with the increasing pressure value and decline with the increasing temperature value , which illuminate the soften effect of these metals with rising temperature
计算结果表明：本方法计算典型金属弹性常数随压力升高而增大，在有限温度条件下，随温度升高而降低，表现出软化效应；高压下温度对弹性常数的影响相对较小。 - Based on the analyses on mechanical properties , microstructure and fracture of - the microalloyed steels socrv with various heat treatment technique , it can be affirmed that various fractures arttribute to various mechanism , we can draw conclusion that the strength and toughness of microalloyed steels 50crv will be increase simultaneously by optimal heat treatment technique . to illustrate the mechanism of the strength and toughness of microalloyed steels socrv , we designed the comparative experiment and observed the microstructure of the sample which occurred at different quench and tempering temperature and different tempering time . the last experiment results were determined by the four factors : fined microalloyed elements grains , the decompound of martensite , martensite transformation of remnant austenite and the second phase precipitation
为解释微合金化50crv钢强韧化机理，本文通过对不同淬火温度，回火温度，回火时间下的力学性能指标的对比及显微分析，认为微合金元素的细化晶粒，马氏体的回火分解，残余奥氏体的转变，第二相的沉淀析出共同决定了微合金钢的强韧化情况，特别是由于微合金元素的存在，其细化晶粒及其碳氮化物的沉淀析出，导致钢的良好的强韧性，并且如果工艺满足第二相的沉淀析出强化大于回火马氏体分解引起的软化效应，会在硬度曲线中产生明显的二次硬化现象。 - ( 2 ) based on deterioration model of owerage bond stress of beam reinforcement accounting for effect of axial compression ration and number of displacement loops , and stress - strain relationship of the concrete in the joint core accounting for effects of both softening and confinement , the modified compression field theory was employed to simulate behavior of the joint core under loading reversals . analysis by means of the program jap on the tested specimens in this paper and those obtained from other researchers produced consistent results
根据本文建立的考虑轴压比和位移循环次数影响的梁筋平均粘结应力退化模型和考虑软化效应、约束效应的核心区混凝土应力应变关系，通过在试验中得出的节点核心区混凝土、箍筋、节点正面、背面柱筋在反复荷载下的受力特点，利用斜压场理论模拟节点核心区在反复受力过程中的受力状态。