Experimental Evaluation of Flexural Performance Lightweight Precast Slab with Combined Steel and Bamboo Reinforcement

Achmad Abdul Aziz Bakhtiar, Sri Murni Dewi, Achfas Zacoeb, Wisnumurti Wisnumurti

Abstract

This research investigates the performance of lightweight precast slabs reinforced with steel and bamboo (PSSBR) under vertical loading, validated through numerical simulations. The maximum deflection capacity, crack patterns, and failure modes are compared with precast concrete panels reinforced with steel and bamboo as control specimens. Two panels were fabricated with 1600 × 1600 × 110 mm dimensions each and subjected to vertical loading. Based on experimental analysis and numerical simulations, comparing the test results with numerical simulations indicates a close agreement. The specific advantages of PSSBR include environmental friendliness and sustainability.



Keywords


Precast Panels; Bamboo; Bamboo reinforced concrete; Lightweight precast slab

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References


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