hoop stress

基本解釋

In this paper, in the view of microhardness measurement, a new method to measure the residual stress, named the method of hoop-stress is investigated.
本文從微硬度量測(cè)方法得到啟發(fā)，提出了一種新型的殘余應(yīng)力測(cè)試方法-圍箍壓痕法。
Simultaneously, according to the stress-strain relationships of concrete, the confined effect from hoop steels, tie plate for bond strengthening is discussed.
同時(shí)，通過(guò)考察核心混凝土的應(yīng)力-應(yīng)變關(guān)系及發(fā)展過(guò)程定量探討加強(qiáng)鋼板、梁柱主筋及箍筋對(duì)核心混凝土的約束作用。
As the procedure is simple for stress in meridian direction, this paper only discusses how to use the cross-sectional method to determine hoop stress and other aspects of applications.
由于殼體經(jīng)向應(yīng)力求解過(guò)程比較簡(jiǎn)單，本文只給出了如何應(yīng)用截面法求解殼體環(huán)向應(yīng)力，并舉例說(shuō)明了該方法在其它方面的應(yīng)用。

環(huán)箍應(yīng)力
The paper based on the damage mechanics, fracture mechanics, elasticity theory and experimental date. According to the concrete damage constitutive equations and fracture model, the relationship between frost heave stress and hoop stress is derived.
本文結(jié)合損傷力學(xué)、斷裂力學(xué)、彈性力學(xué)等理論與試驗(yàn)數(shù)據(jù)對(duì)凍脹應(yīng)力和鋼管環(huán)箍應(yīng)力進(jìn)行了研究,并根據(jù)混凝土損傷本構(gòu)方程、斷裂模型推導(dǎo)了二者之間的關(guān)系。
水利工程
拱向應(yīng)力