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预应力钢梁与波纹板的叠加效应
摘    要:利用在役混凝土结构和钢结构的优点开发多种类型的组合构件,以提高结构构件的延性和适用性。混合型钢梁为类型之一,采用预应力法对该钢梁进行研究。对现有的Ⅰ形钢梁施加预应力,但是由于截面轴向刚度较大,使得预应力效果很小。另外,如果使用波纹板,由于叠加效应,加在主要抗弯构件(上、下翼缘)上的预应力会被放大,因此,这不仅对构件的适用性,而且对提高其抗弯强度都是有利的。然而,之前有关施加预应力后对波纹板钢构件的大量研究重点都放在波纹板的剪切屈曲强度上,很少涉及波纹板和梁的叠加效应。因此,本研究提出两个合理的理论模型以定量评估叠加效应,通过在波纹板钢梁中施加预应力,对2根波纹板钢梁和1根具有标准宽翼缘截面的钢梁进行了试验研究。试验结果表明,与典型板钢梁相比,波纹板钢梁的预应力效应增加得更为显著,给出的方法被证实非常简单,并与试验结果吻合较好。

关 键 词:叠加效应  波纹板  预应力  有效截面  试验

Accordion Effect of Prestressed Steel Beams with Corrugated Webs
Abstract:Various types of composite members have been developed to utilize the combined advantages of existing reinforced concrete and steel structures, and to actively improve ductility and serviceability of structural members. One of them is the hybrid-type steel beam, in which the prestressing method is applied to a steel beam. Introducing prestress to the existing Ⅰ-shaped steel beam, however, results in a very low prestress efficiency due to the large axial stiffness of the section. On the other hand, if corrugated webs are used, the prestress introduced to the main flexural-resistant elements-the upper and lower flanges-gets larger due to the accordion effect, so that it is very advantageous not only in terms of serviceability, but also of achieving the improved flexural strength. Most previous studies on steel members with corrugated webs, however, have focused on the shear buckling strength of the corrugated webs, and few studies have been conducted on the accordion effect of the corrugated webbed beam to which prestress is introduced. Therefore, this research proposed two rational and theoretical models to quantitatively estimate the accordion effect, which is induced by the introduction of prestress to corrugated webbed steel beams, and performed experiments on two steel beams with corrugated webs and one with typical wide flange section. The experimental results showed that the prestressing efficiency of steel beams with corrugated webs increased more significantly than that of the steel beam with a typical web, and it is verified that the proposed methods are very simple and provide good agreements with the experimental results.
Keywords:Accordion effect  Corrugated web  Prestress  Effective section  Experiment
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