The formula is put forward for calculating the ultimate bond stress and the anchorage length of hot-rolled deformed bars and reactive powder concrete.
提出普通热轧变形钢筋与活性粉末混凝土的极限粘结强度与锚固长度的计算公式。
Left & right back neck patch length along raglan sleeve seam has 1/4" difference; it makes the back neck patch shape a little deformed."
左右后领领贴在插肩袖骨位处有1/4“长短导致后领贴看起来有点变形。
The emphasis of the analysis is put on the effects of the angle of inclination of the concentrated force upon the deformed shape, the load-deflection relationship and the length of the plastic region.
着重讨论了集中力的倾角对弯曲形状、载荷—挠度关系及塑性区长度的影响。
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