Steel-concrete composite beam is a kind of flexural member composed by concrete slab and steel beam via shear connectors.
钢-混凝土组合梁是指钢梁和混凝土板通过剪力连接件连接形成整体共同工作的受弯构件。
It is mainly used in the strengthening of reinforced concrete flexural members and compression member with large eccentricity.
主要适用于钢筋混凝土受弯和大偏心受压构件的加固。
In this paper presents a decompression construction method by applied prestress when reinforce concrete flexural member by means of increasing section.
本文介绍了利用加大截面法对混凝土受弯构件进行加固施工时，通过对构件施加预应力进行卸载的一种施工方法。
To exert the strength of the reinforcing bar when the member broken, puts forward a means in measurement of the minimum span length of simple flexural member.
为使构件破坏时充分发挥钢筋的强度，提出了简支受弯构件最小跨度的确定方法。
The experiment research shows that the performance of flexural member reinforced with HRB500 steel bar is the same as that of the common reinforced concrete members.
HRB500级钢筋混凝土构件的受弯性能试验研究表明，HRB500级钢筋混凝土构件受弯性能与普通钢筋混凝土构件相同。
A flexural member is composed of a couple cold formed steel hat sections by spot welding on the longitudinal lips used in the Guangzhou new Baiyun Airport Buildings.
广州新白云机杨航站楼屋盖采用两个帽形冷弯型钢通过翼边板上纵向点焊形成组合箱形截面受弯构件。
Preceding works basis, a full-range nonlinear analysis of fatigue damage with the principle of piecewise linearity on flexural member of prestressed concrete is studied.
在此基础上，基于分段线性的原理，对高性能粉煤灰预应力混凝土受弯构件进行了疲劳损伤的全过程非线性分析。
The bond and slip relationship between the rebar and the concrete within a segment bounded by two primary cracks in a reinforced concrete tension member or a flexural member is studied.
本文主要研究钢筋混凝土轴心受拉和受弯等构件中两根主生裂缝之间的钢筋与混凝土的结合(过去常称为粘结或握裹)与滑移关系。
In this paper, the behavior of the flexural RC member bonded with CFRP board on its vertical sides was investigated by the authors recently.
本文研究采用在混凝土构件侧面粘贴碳纤维板这种新形式加固受弯构件的受力性能。
The lower enveloping curve of the shear strength control zone can be found from the analysis of shear and flexural strength of reinforced concrete member.
通过对钢筋混凝土构件抗剪强度和抗弯强度关系的分析，能找出剪切强度控制区的下包络线。
Once the flexural tensile strength of the concrete is exceeded, the priestess's member starts to act like a reinforced concrete element.
一旦超过混凝土的弯曲拉伸强度，预应力成员开始像钢筋混凝土元素。
The flexural design starts with a prediction of temperature distribution through the member for a given fire rating, which fixes the surface temperature on the heated surface.
弯曲设计时首先要估计在给定的构件表面温度下，构件内部的温度分布。
The flexural design starts with a prediction of temperature distribution through the member for a given fire rating, which fixes the surface temperature on the heated surface.
弯曲设计时首先要估计在给定的构件表面温度下，构件内部的温度分布。
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