axial compression

基本解釋

The analysis result indicate that the axial compression ratio is changed with the section of column.
分析結(jié)果表明，截面的形狀不同，柱的軸壓比限值是不一樣的。
This paper presents a theoretical analysis about the propagation rule of the micro-crack in brittle materials under axial compression, based on the energy release rate criterion.
本文利用混合型裂紋擴(kuò)展的能量釋放率理論對(duì)脆性材料受軸向壓縮時(shí)其內(nèi)部微觀裂紋的擴(kuò)展規(guī)律進(jìn)行了研究。
Based on tests of two full-scale double-span prestressed frames, internal force redistribution of frame was studied and continuity of structures and axial compression ratio of column were analyzed.
基于兩榀接近足尺的后張有粘結(jié)預(yù)應(yīng)力混凝土框架的試驗(yàn)，對(duì)多跨預(yù)應(yīng)力框架的內(nèi)力重分布進(jìn)行了研究，重點(diǎn)考慮了框架的連續(xù)性和軸壓比的影響。

軸壓
軸心受壓
Based on the experimental results of normal section strength of 9 SRC column specimens with steel circle pipe subjected to axial compression loading,and the nonlinear number analysis of whole cross section,the formulas of normal section strength are put forward.
根據(jù)9根軸心受壓的配有圓鋼管的鋼骨混凝土軸心受壓短柱的正截面承載力試驗(yàn)結(jié)果,結(jié)合全截面非線性數(shù)值分析,提出了軸心受壓柱正截面受壓承載力的計(jì)算公式。
軸向壓力
Effective width method and direct strength method are modified to make them applicable to predict the ultimate strength of cold-formed lipped-channel column with V-stiffened web under axial compression force.
本文對(duì)有效截面法和直接強(qiáng)度法的計(jì)算結(jié)果進(jìn)行了修正,通過引入修正系數(shù),使現(xiàn)有的設(shè)計(jì)方法能夠用于腹板V形加勁的冷彎卷邊槽鋼在軸向壓力作用下極限承載力的計(jì)算。
軸向壓縮