WALCHAND COLLEGE OF ENGINEERING, SANGLI Presentation on Mechanical Properties Of Ferrocement Presented by Ms. Sanika Ramesh Mali (22151008) Guide HOD PROF. A. S. PATANE PROF. DR. S. N. TANDE 1
CONTENTS Introduction History Casting Methods Behavior of Ferrocement in tension mechanical Properties of Ferrocement concrete 2
Introduction Ferrocement is a special form of reinforced concrete It is a composite material consisting of cement, sand, mortar reinforced with closely spaced layers of continuous and relatively small diameter wire mesh The mesh may be made of metallic or other suitable materials It Overcomes the drawbacks of normal cement concrete Materials used are: Cement Mortar Mix Skeleton steel mesh 3
History One of the first application of ferrocement was the model of boat built by Lambot in France in 1856 Little progressive activities until 1942 In 1942 Dr. Pier Luigi Nervi began a series of experiments on Ferrocement He Observed reinforcing cement mortar with layers of wire mesh produced a material capable of resisting high impact load 4
Casting Methods Hand Plastering Semi mechanised process Centrifuging Guniting 12
Hand Plastering The minimum thickness of section that can be casted works out to be 2 cm Strength obtained is lower Easy to use in the situation where other improved methods can’t be used 13
Simultaneous Plastering 14
Semi Mechanised Process This system is termed as semi mechanised because the mould can be rotated to facilitate dashing of mortar Better compaction than earlier process Better uniformity Do not require any sophisticated equipment and machinery 15
Centrifuging Commonly adopted for the fabrication of cylindrical concrete units Ferrocement pipe cast by centrifuging can be used as pressure pipe due to good compaction 16
Guniting Used for applying the mortor to the wire mesh system This process applies with experienced gunman, can give compact and uniform surface 17
Mechanical Properties of Ferrocement Tensile Strength Compressive Strength Flexural strength Impact Resistance Low w/c ratio produces impermeable structure Less shrinkage and low weight Undergo large deformation before cracking or high deflection Poor resistance to fatigue under cyclic loading 18
Ferrocement jacketed spacimen formation 19
Tensile strength Depends mainly on the volume of reinforcement in the direction of force and tensile strength of mesh Tension Behaviour divided in three regions Pre-cracking stage Post-cracking stage Post-yielding stage Under increasing tensile stress the material act as linear elastic material till first crack Multiple cracking stage continues till the point when wire mesh start to yield Then number of crack remains constant and crack width starts increasing 20
Tensile strength test 21
Behavior of Ferrocement in tension 22
Depending on cracking behaviour the ferrocement curve exhibits three different regions Elastic region Quasi Elastic region Elastoplastic region 23
Compressive Strength The behavior of thin ferrocement element under compression is primarily controlled by the properties of the cement-mortar matrix 24
Flexural Strength The mesh r/f in flexural members may placed in the form of bundles at top and bottom General flexural strength of RCC member: 2.7 N per sq. mm Ferrocement: 10-25 N per sq. mm 25
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Impact Resistance Impact resistance increases almost linearly with increase in specific surface and ultimate strength of mesh reinforcement Ferrocement with; Welded wire mesh: Highest impact resistance Chicken wire mesh: lowest impact resistance Woven mesh: Higher than chicken mesh and lower than welded mesh 27