Prototype Jembatan Tipe Plate Girder U (PGU) dengan Lantai Orthotropic Komposit

Erlina Yanuarini, Andi Indianto, S. Sukarman
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Abstract

— This paper describes the model of the bridge made of plates, for the girder and for the floor. Both are formed orthotropically which crosses. The girder is formed orthotropically in the longitudinal direction of the bridge, and the orthotropic floor is a transverse bridge. To increase the stiffness of the girder, then the orthotropic floor is casted with reinforced concrete. This tipe of structure is named orthotropic composite Tipe U (PGU) Plate Girder. To prove whether reinforced concrete casted on orthotropic floors can increase stiffness, then a bridge model with a scale of 1:10 was made. Bridge model in loading test. The loading test was performed on orthotropic PGU non-composites and on orthotropic PGU composites. The loading test showed that orthotropic composite PGU had a serviceability of 2.7 times that of orthotropic non compostite PGU service.
聚合板U型桥墩模型与东正教复合材料地板
-本文描述了由板、梁和楼板组成的桥梁模型。两者都是正交性形成的。梁在桥的纵向上是正交形成的,正交各向异性楼板是横向的桥。为增加梁的刚度,采用钢筋混凝土浇筑正交各向异性楼盖。这种结构被命名为正交各向异性组合U型板梁。为了验证钢筋混凝土浇筑在正交各向异性楼板上是否能增加刚度,制作了一座比例为1:10的桥梁模型。加载试验中的桥梁模型。对非正交异性PGU复合材料和正交异性PGU复合材料进行了加载试验。载荷试验表明,正交异性复合PGU的使用性能是非正交异性复合PGU的2.7倍。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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