CRACKING ANALYSIS OF PRECAST – IN SITU REINFORCED CONCRETE SLAB WITH PLASTIC VOID FORMERS

Juozas Masėnas
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Abstract

In this article results of experimental and numerical analysis of precast – in situ reinforced concrete slab with plastic void formers are discussed. Slab is composed of precast and in situ concrete layers. Voids are formed inside the slab using spherical plastic void formers. Slab cracking pattern is determined by numerical analysis. Cracking pattern acquired by numerical analysis is compared to cracking pattern determined by experimental study. Shear stiffness in the bond between precast and in situ concrete layers was specified when numerical model was built.
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现浇钢筋混凝土塑性孔型板开裂分析
本文讨论了现浇钢筋混凝土塑性孔型板的试验结果和数值分析结果。楼板由预制和现浇混凝土层组成。利用球形塑性孔洞成形器在板坯内部形成孔洞。通过数值分析确定了板坯开裂形态。将数值分析得到的裂纹模式与实验研究确定的裂纹模式进行了比较。在建立数值模型时,考虑了预制层与现浇层之间的剪切刚度。
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