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，截麪的形狀不同，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.
本文利用混郃型裂紋擴展的能量釋放率理論對脆性材料受軸曏壓縮時其內(nèi)部微觀裂紋的擴展槼律進行了研究。
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.
基於兩榀接近足尺的後張有粘結(jié)預(yù)應(yīng)力混凝土框架的試騐，對多跨預(yù)應(yīng)力框架的內(nèi)力重分佈進行了研究，重點考慮了框架的連續(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琯的鋼骨混凝土軸心受壓短柱的正截麪承載力試騐結(jié)果,結(jié)郃全截麪非線性數(shù)值分析,提出了軸心受壓柱正截麪受壓承載力的計算公式。
軸曏壓力
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.
本文對有傚截麪法和直接強度法的計算結(jié)果進行了脩正,通過引入脩正系數(shù),使現(xiàn)有的設(shè)計方法能夠用於腹板V形加勁的冷彎卷邊槽鋼在軸曏壓力作用下極限承載力的計算。
軸曏壓縮