1) bending failure load
抗弯断裂荷载
1.
When the specimen was immersed in 25 °C water for 1～5 d, the bending failure load did not change with the time, but it is obviously lower than that under the dry and room temperature condition.
结果表明:当AFRP-水泥砂浆试件在25°C水中浸泡1～5d,其抗弯断裂荷载随时间的增加基本不变,但显著低于室温干燥条件下的抗弯断裂荷载;当试件在60°C水中浸泡1～5d,其抗弯断裂荷载随时间的增加而逐渐上升;当试件在90°C水中浸泡1～5d,相应的抗弯断裂荷载随时间的增加呈先增大后减小趋势。
2.
The experimental results indicate that when the temperatures are 60 ℃ and 150 ℃ respectively, the bending failure load of CFRP-cement mortar is higher than the bending failure load at room temperature.
结果表明:在 60,150℃下,CFRP-水泥砂浆的抗弯断裂荷载高于常温值,而在 200,250 ℃下则远低于常温值,其中250 ℃下的比水泥砂浆还低。
2) strength of flexural resistance
抗弯断裂载荷
3) fracture load
断裂载荷
1.
Prediction of piezoelectric fracture load by damage extension force;
根据损伤扩展力预测压电断裂载荷
4) breaking load
断裂荷载
1.
The impact of humidity and tearing on the breaking load of gypsum plasterboard
湿度和撕裂情况对纸面石膏板断裂荷载的影响
5) cracking-resistance load
抗裂荷载
1.
Tests were carried out on 22 steel fiber reinforced concrete corbels with reinforcement to investigate the effects of fiber volume ratio,shear span to depth ratio and strength of concrete upon the cracking-resistance loads of diagonal section.
通过对22个钢筋钢纤维混凝土牛腿试件的试验研究,探讨了钢纤维体积率、剪跨比、混凝土强度等对钢筋钢纤维混凝土牛腿斜截面抗裂荷载的影响,在普通混凝土牛腿斜截面抗裂荷载计算公式的基础上,给出了钢筋钢纤维混凝土牛腿斜截面抗裂荷载的计算公式,计算值与试验值基本吻合。
6) fracture resistance
抗碎裂载荷
1.
Effect of different convergence angles of abutment axial surface on the fracture resistance of GI-Ⅱ all-ceramic crowns;
基牙不同轴面聚合度对GI-Ⅱ全瓷冠抗碎裂载荷影响的研究
2.
The effect of different post and core restorations on the fracture resistance of hot pressable ceramic crown;
不同基底对热压铸全瓷冠抗碎裂载荷影响
3.
Objective: The aim of this study is to explore the effect of threedifferent axial wall convergence angles (5° ,10° ,15°) effecting on the fracture resistance of GI-II all-ceramic crowns.
目的 研究三种不同的牙体轴面聚合度(5°,10°,15°)对GI-Ⅱ全瓷冠抗碎裂载荷的影响,为临床全瓷冠基牙预备找到较合适的轴面控制角度提供参考依据。
补充资料：抗弯强度
分子式：
分子量：
CAS号：
性质：见弯曲强度。
分子量：
CAS号：
性质：见弯曲强度。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条