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Shear Performance of Wood-Concrete Composite with Different Anchorage Length of Steel Rebar

机译:木制混凝土复合材料与不同锚固长度的钢筋钢筋剪切性能

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High composite action between members is one of the most important concern to design the wood-concrete hybrid system including the timber bridge (Yeah et al., 2011; Lee et al., 2012). Researches on the timber bridge have been widely conducted in European countries and Northern America. After 1930's, timber bridges started to be studied and to be constructed. Several experimental approaches which deal with the composite action between wood and concrete member have been performed. Ritter(1990) and Jutila and Salokangas(2010) pointed out that wood-concrete hybrid system can be effectively applied for the timber bridge even the fully-composite action is difficult to be achieved.
机译:成员之间的高综合行动是设计包括木材桥(Yeah等,2011; Lee等,2012)的木材混凝土混合系统最重要的关注之一。在欧洲国家和北美洲,对木材桥的研究已广泛进行。在1930年之后,木材桥开始研究并建造。已经进行了几种处理木材和混凝土构件之间的复合动作的实验方法。 Ritter(1990)和Jutila和Salokangas(2010)指出,即使难以实现全复合动作,木质桥也可以有效地应用木混凝土混合动力车系统。

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