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在移动荷载下钢筋混凝土T梁的梁板结合面受力性能的非线性有限元分析 被引量:2
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作者 魏洪昌 《公路交通科技》 CAS CSCD 北大核心 1990年第2期13-22,共10页
本文采用非线性有限元法分析钢筋混凝土T梁结合面受力性能,考虑了翼缘板的变截面和荷载移动的影响,提出了考虑混凝土开裂及裂缝闭合的非线性本构关系。用FORTR—AN语言编写了电算程序,并做了2片T梁模型试验;其试验结果与理论计算符合较好。
关键词 钢筋混凝土 梁板结合面 荷载
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Concrete Placement for Bridge Decks on an Expressway Extension Project
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作者 Janusz Holowaty 《Journal of Civil Engineering and Architecture》 2015年第11期1354-1361,共8页
The paper presents examples of technological designs for concrete placement in road bridges constructed during the S5/S 10 expressway extension in Poland. The project included eight concrete or composite bridge struct... The paper presents examples of technological designs for concrete placement in road bridges constructed during the S5/S 10 expressway extension in Poland. The project included eight concrete or composite bridge structures with different numbers of decks. The concrete placement technology is presented for the following bridge decks: slabs cast-in-situ, composite with precast or VFT (prefabricated composite beam) beams and mixed with cast in situ slabs and VFT-WIB (filler beam) beams. Continuous concrete placement was adopted for almost all the bridge superstructures except the mixed-type decks where construction joints were necessary. To control shrinkage, formwork deformations and existing restraints, the concrete was poured in layers and in stages. The design pace of concrete placement was moderate to be regulated at site without compromising safety and quality. The placement methods enabled both efficient and safe concrete pours. 展开更多
关键词 Concrete bridge CURING flesh concrete placement and consolidation shrinkage.
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