Deflection ductility of slabs made of hybrid mesh-and-fibre-reinforced cement-based composite

Sakthivel, P. B.

doi:10.1515/ace-2017-0032

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Tytuł artykułu

Deflection ductility of slabs made of hybrid mesh-and-fibre-reinforced cement-based composite

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Sakthivel P. B.

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DOI

10.1515/ace-2017-0032

Warianty tytułu

Odkształcenie plastyczności płyt wykonanych z cementowego materiału kompozytowego wzmocnionego siatką hybrydową oraz włóknami

Języki publikacji

Abstrakty

Steel Mesh-Reinforced Cementitious Composites (SMRCC) (traditionally known as ferrocement) have been in existence for few decades, but have some limitations set on element thickness and number of reinforcing mesh layers and the resulting deflection ductility. Therefore, the author has made an attempt to explore whether deflection ductility will improve in mesh-reinforced cementitious composites (25 mm thick) if discontinuous fibres are added to slab elements. For this purpose, thin slab elements of dimensions 700 mm (length) × 200 mm (width) × 25 mm (thickness) were cast and subjected to four point bending tests. Based on the flexural tests conducted on SMRCC (Control Slab Elements, cast with Steel Mesh Volume of reinforcement, MVr=0.78, 0.94, and 1.23%) and Hybrid Mesh-and-Fibre-Reinforced Cement Based Composite (HMFRCBC) (Test Slab Elements, combining MVr=0.78, 0.94 and 1.23% and Polyolefin Fibre Volume fraction, PO-FVf=0.5-2.5% of volume of specimens, with 0.5% interval), load-deflection and the deflection ductility index were analyzed. From the flexural load-deflection curves it has been observed that HMFRCBC slabs demonstrate higher flexural load-carrying capacity and deflection ductility when compared to SMRCC slabs. This study shows that higher the polyolefin fibre volume fraction (PO-FVf) from 0.5 to 2.5% (with a 0.5% interval) in HMFRCBC slabs, the higher the flexural deflection ductility. The Deflection Ductility Index (DDI) of HMFRCBC (with 5 layers of mesh and PO-FVf=2.5%) is 4.5 times that of SMRCC. This study recommends that HMFRCBC can be used as an innovative construction material due to its higher flexural ductility characteristics.

Cementowe materiały kompozytowe zbrojone siatką stalową (tradycyjnie znane jako siatkobeton) stanowią innowacyjny materiał składający się z hydraulicznej zaprawy cementowej oraz ciasno rozmieszczonych warstw ciągłej siatki stalowej o małej średnicy oczek do stworzenia sztywnej konstrukcji, a ze względu na swoją doskonałą wytrzymałość na zginanie są wykorzystywane jako prefabrykaty dachowe. Pomimo, że na przestrzeni ostatnich kilkudziesięciu lat na świecie wybudowano kilka konstrukcji siatkobetonowych (prefabrykowane i wylewane na miejscu pierwszorzędne oraz drugorzędne konstrukcje dachowe i elementy belkowe, panele ścienne, ściany zatrzymujące ziemię, prefabrykowane schody, ławki, sklepienia, kopuły, cienkie pergole oraz systemy ochrony przeciwsłonecznej, ściany graniczące z morzem, nadziemne zbiorniki wodne, podziemne zbiorniki ściekowe, baseny i łodzie – wymieniając jedynie kilka), istnieją pewne ograniczenia dotyczące grubości elementu, a także liczby warstw siatki zbrojeniowej oraz wynikowego odchylenia plastyczności. Plastyczność jest niezwykłym zjawiskiem umożliwiającym odkształcenie elementu przy lub w okolicach granicznego obciążenia niszczącego bez znacznej utraty jego wytrzymałości. O zachowaniu plastycznym świadczy jego zdolność do utrzymania wyższych poziomów obciążenia po pierwszym pękaniu na skutek dużych odkształceń. Poprzednie badania wskazują, że nieciągłe włókna mogą być dodane do matrycy cementowej cementowych materiałów kompozytowych zbrojonych siatką stalową w formie hybrydowej w celu poprawy jej wytrzymałości na zginanie oraz odchylenia plastyczności.

Słowa kluczowe

cement-based composite bending deflection ductility hybrid reinforcement mesh fibre

kompozyt cementowy zginanie odchylenie plastyczność siatkobeton zbrojenie hybrydowe siatka włókno

Wydawca

Komitet Inżynierii Lądowej i Wodnej PAN
Politechnika Warszawska, Wydział Inżynierii Lądowej

Czasopismo

Archives of Civil Engineering

Rocznik

2017

Tom

Vol. 63, nr 3

Strony

115--137

Opis fizyczny

Bibliogr. 45 poz., il., tab.

Twórcy

autor

Sakthivel P. B.

pbs_ms@yahoo.com

Department of Civil Engineering, Misrimal Navajee Munoth Jain Engineering College, Chennai, Tamil Nadu, India

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