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stirrup stress
相关语句
  箍筋应力
     The failure mechanism, the developing process of cracks, the stirrup stress andthe influence of the width of flange on the behavior of joint are further analyzed.
     进一步深入分析了异形柱框架顶层节点的破坏机理、裂缝的开展过程、箍筋应力以及翼缘宽度对节点受力性能的影响等,结果表明,有翼缘的节点的承载能力、剪压比以及梁端纵筋的滑移等均好于无翼缘的节点;
短句来源
     The shear carried by the concrete and the tendon and the variations of stirrup stress in beams under repeated loading have been analyzed.
     文中分析了在重复荷载作用下梁内混凝土承受的剪力和箍筋应力的变化规律。
短句来源
     The method for calculating the shear carried by the concrete and the stirrup stress in beams with inclined cracks are suggested in the paper.
     提出了有斜裂缝梁内的混凝土承受的剪力和箍筋应力的计算方法。
短句来源
  相似匹配句对
     Stress and Immunity
     应激与免疫
短句来源
     The Interpretation of Stress
     应激释义
短句来源
     Calculation length of stirrup
     箍筋计算长度浅析
短句来源
     The method for calculating the shear carried by the concrete and the stirrup stress in beams with inclined cracks are suggested in the paper.
     提出了有斜裂缝梁内的混凝土承受的剪力和箍筋应力的计算方法。
短句来源
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The effects of repeated loading on the behaviour of stirrups and the diagonal tensile crack width for beams having cracks grown in webs are studied. By analysing the test data, formulas for calculating the stirrup stress and the fatigue diagonal tensile crack width have been suggested. Comparisons between calculating results and test data show that the proposed formulas can be used in practice.

本文主要探讨重复荷载作用对斜裂缝出现后的梁内箍筋应力及斜裂缝开展的影响。通过试验资料的分析,提出了重复荷载作用下疲劳斜裂缝产生之后梁内箍筋的应力计算公式以及疲劳斜裂缝宽度的计算公式,并与部分现有试验数据进行了对比,吻合程度尚好。

The test research results on fatigue behaviour of inclined section of crack-permitted partially prestressed concrete beams are briefly described in this paper. The shear carried by the concrete and the tendon and the variations of stirrup stress in beams under repeated loading have been analyzed. The method for calculating the shear carried by the concrete and the stirrup stress in beams with inclined cracks are suggested in the paper. Results obtained by the proposed method have been compared with...

The test research results on fatigue behaviour of inclined section of crack-permitted partially prestressed concrete beams are briefly described in this paper. The shear carried by the concrete and the tendon and the variations of stirrup stress in beams under repeated loading have been analyzed. The method for calculating the shear carried by the concrete and the stirrup stress in beams with inclined cracks are suggested in the paper. Results obtained by the proposed method have been compared with those from test. The comparison shows good agreement between them. Calculating examples are also given in this paper.

本文概要地介绍了允许出现裂缝的部分预应力混凝土梁斜截面疲劳性能的试验研究结果。文中分析了在重复荷载作用下梁内混凝土承受的剪力和箍筋应力的变化规律。提出了有斜裂缝梁内的混凝土承受的剪力和箍筋应力的计算方法。建议方法计算结果与试验结果比较表明,两者符合良好。文中给出了计算例题。

Based on the fatigue test results of 8 PPC beams with unbended tendons,this paper analyses theeffects on stirrups stress and fatigue failure,and the influence of the shear span-depth,ratio degree ofprstess,fatigue limit shear, fatigue numble,ratio of stirrup on stirrups stress are studies.A formulafor calculation of stirrups stress is suggested.The formula coincides well with the test results.

本文依据8片无粘结部分预应力砼梁的疲劳抗剪试验结果.分析了箍筋应力及试验梁的破坏现象,研究了剪跨比、预应力度,疲劳上限剪力,荷载作用次数,配筋率对箍筋应力的影响.并且提出了无粘结部分预应力砼梁箍筋应力的计算公式,计算值与试验结果吻合良好.

 
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