1. Prestressing Concepts & Systems
- Differentiate between reinforcement bars (rebar) and tendons used in structural systems.
- Explain the method of anchoring and application of tensile force in tendons for:
- Pre-tensioning system
- Post-tensioning system
- What is the role of tendon ducts in a post-tensioning system?
- How are tendons protected after the application of tension to ensure long-term retention of prestress?
- Define and explain:
- Prestressed concrete
- Pre-tensioning
- Post-tensioning
2. Concrete Materials & Composite Systems
- Differentiate between ferrocement and reinforced cement concrete (RCC) in terms of composition, behavior, and applications.
- What are the minimum and maximum thickness limits of ferrocement elements?
How do these differ from typical RCC sections?
3. Precast Construction & Structural Connections
- Give practical examples of precast post-tensioned structures in everyday life.
- Explain the connection detail for fixing a precast beam over a precast column.
4. Glazing & Building Materials
- Which types of glass are suitable for soundproofing applications? Explain their properties.
- What type of rubber is used in dry glazing systems? State its function.
- What type of silicone is used in wet glazing systems? Mention its properties and applications.
Viva Voce Answer
1. Prestressing Concepts & Systems
Prestressing improves load capacity, crack resistance, and span efficiency by introducing pre-compression in concrete.
Q1. Difference between Rebar and Tendon
| Aspect | Rebar (Reinforcement Bar) | Tendon |
|---|---|---|
| Function | Resists tensile stress after cracking | Applies compressive force to concrete |
| Material | Mild steel / High-Yield Strength Deformed (HYSD) bars | High tensile steel strands/wires |
| Usage | RCC structures | Prestressed concrete |
| Stress condition | Passive (no initial stress) It only takes up stress once the concrete begins to deflect or crack under load. | Active (pre-applied stress) It is intentionally stressed to induce permanent compression in the concrete before service loads are applied. |
| Timing | Acts after load is applied | Stressed before or after casting |
| Surface | Usually ribbed or deformed to improve bonding with concrete. | Can be smooth wires, twisted strands, or threaded bars. |
| Strength | Lower yield strength (typically 250–500 MPa). | Much higher ultimate strength (typically 1500–1800 MPa). |
Key Point:
Rebar is passive reinforcement, while tendon is active reinforcement.
Q2. Anchoring & Application of Tensile Force
(a) Pre-Tensioning System
- Steel tendons are stretched before concrete is cast.
- Anchored at external abutments (fixed supports).
- Concrete is poured around stretched tendons.
- After gaining strength, tendons are released, transferring stress to concrete via bond.
Example: Precast beams, Railway sleepers.
(b) Post-Tensioning System
- Tendons are placed inside ducts within concrete.
- After concrete hardens, tendons are stressed using hydraulic jacks.
- Force is locked using anchorage devices (anchor heads + wedges).
Key Difference:
- Pre-tension → stress transferred by bond
- Post-tension → stress held by anchorage system
Q3. Role of Tendon Ducts in Post-Tensioning
- Provide path/space for tendon placement
- Prevent direct bonding with concrete (in unbonded system)
- Allow movement during stressing
- Facilitate grouting (in bonded system)
- Protect tendon from corrosion
Q4. Protection of Tendons After Tensioning
To ensure stress is not lost:
- Grouting (cement slurry): fills ducts → prevents corrosion + bonds tendon
- Grease + sheathing (in unbonded systems): acts as protective layer
- Anchorage sealing: caps to protect exposed ends
- Corrosion-resistant materials: HDPE sheathing, epoxy coating
Goal: Prevent corrosion + slippage, ensuring long-term prestress retention.
Q5. Definitions
Prestressed Concrete
Concrete in which internal compressive stresses are induced before external loads, to counteract tensile stresses.
Pre-Tensioning
- Tendons are stressed before casting concrete
- Stress transferred through bond
Post-Tensioning
- Tendons are stressed after concrete hardens
- Stress transferred through anchorage system
2. Concrete Materials & Composite Systems
Ferrocement is ideal for thin shell structures, whereas RCC is used for heavy load-bearing structural elements.
Q1. Difference between Ferrocement and Reinforced Cement Concrete (RCC)
| Aspect | Ferrocement | RCC (Reinforced Cement Concrete) |
|---|---|---|
| Composition | Cement mortar + closely spaced wire mesh | Concrete (cement + sand + aggregate) + steel bars |
| Reinforcement | Fine wire mesh (chicken mesh, welded mesh) | Steel rebars (main bars + stirrups) |
| Thickness | Very thin sections | Comparatively thicker sections |
| Strength behavior | High tensile resistance due to mesh distribution | High compressive strength, tensile handled by rebars |
| Weight | Lightweight | Heavier |
| Construction | No need for heavy formwork | Requires proper shuttering/formwork |
| Crack control | Better crack distribution (fine cracks) | Cracks are wider but fewer |
| Applications | Water tanks, shells, boats, roofing panels | Beams, columns, slabs, foundations |
Key Point:
Ferrocement is a thin, lightweight composite, while RCC is a conventional structural material for load-bearing elements.
Q2. Thickness of Ferrocement vs RCC
Ferrocement Thickness
- Minimum: ~10 mm
- Maximum: ~40–50 mm
(Depends on number of mesh layers and application)
RCC Thickness (Typical Ranges)
- Slabs: 100 mm – 200 mm
- Beams: 230 mm and above
- Columns: 230 mm and above
Difference in Thickness Behavior
- Ferrocement:
- Thin sections possible due to uniform distribution of reinforcement
- Suitable for lightweight and curved forms
- RCC:
- Requires greater thickness for strength and cover to reinforcement
- Used for primary structural members
Key Concept Explanation
- Ferrocement behaves like a composite material with distributed reinforcement, giving:
- Better crack control
- High surface strength
- RCC behaves like a frame structural system, where:
- Concrete resists compression
- Steel bars resist tension
3. Precast Construction & Structural Connections
Precast connections must ensure load transfer, stability, and ease of erection, while accommodating tolerances and movement.
Q1. Examples of Precast Post-Tensioned Structures in Everyday Life
Common Examples:
- Precast bridge girders (flyovers, highway bridges)
- Metro rail viaduct segments
- Parking structures (multi-level parking slabs)
- Precast floor slabs in commercial buildings
- Railway sleepers (mostly pre-tensioned, but concept related)
Key Idea:
Precast + prestressing allows long spans, faster construction, and better quality control.
Q2. Connection Detail: Fixing Precast Beam over Precast Column
Common Methods:
1. Bearing Connection (Simple Support)
- Beam rests on column corbel / bracket
- Neoprene / rubber pad provided for:
- Load distribution
- Vibration absorption
Sketch idea:
Draw column → small projection (corbel) → beam resting on pad.
2. Dowel Bar Connection
- Steel dowel bars project from column
- Matching holes in beam
- Filled with grout after placement
Purpose: Prevents lateral movement.
3. Pocket / Socket Connection
- Beam end inserted into pocket in column
- Gap filled with non-shrink grout
4. Welded Connection (Steel Plate)
- Embedded steel plates in beam & column
- Plates are welded on site
5. Post-Tensioned Connection
- Tendons pass through beam-column joint
- Stressed after erection → creates rigid connection
4. Glazing & Building Materials
Dry glazing uses rubber gaskets (EPDM), while wet glazing uses structural silicone sealants like DOWSIL 995 Silicone Structural Sealant for bonding and sealing.
Q1. Which types of glass are suitable for soundproofing? Explain.
Types of Soundproof Glass:
- Laminated Glass (Acoustic Glass)
- Double Glazed Units (DGU / Insulated Glass Units)
- Triple Glazing (for high-performance spaces)
Explanation:
- Laminated Glass:
- Consists of two or more glass layers with PVB (Polyvinyl Butyral) interlayer
- The interlayer absorbs sound vibrations, reducing noise transmission
- Double Glazing:
- Two glass panes separated by air or gas gap
- The gap acts as a sound barrier
- Best Performance:
Combination of laminated + double glazing
Applications: Studios, hospitals, conference rooms, buildings near highways/airports
Q2. Type of Rubber Used in Dry Glazing
Material Used:
- EPDM Rubber (Ethylene Propylene Diene Monomer)
Function:
- Acts as a gasket between glass and frame
- Provides:
- Airtight seal
- Watertight seal
- Shock absorption
- Prevents glass-to-metal contact
Key Property:
Weather-resistant, flexible, durable
Q3. Type of Silicone Used in Wet Glazing
Material Used:
- Structural Silicone Sealant like DOWSIL 995 Silicone
- (Usually neutral cure silicone)
Properties:
- High adhesion strength
- Flexible (accommodates movement)
- Resistant to UV, weather, and temperature
- Long-lasting durability
Function:
- Bonds glass to frame
- Acts as sealant + structural support (in structural glazing systems)
Difference: Dry Glazing vs Wet Glazing
| Aspect | Dry Glazing | Wet Glazing |
|---|---|---|
| Material | Rubber gaskets (EPDM) | Silicone sealant |
| Method | Mechanical fixing | Chemical bonding |
| Installation | Faster, cleaner | Requires curing time |
| Flexibility | Replaceable | Permanent fixing |
| Usage | Windows, curtain walls | Structural glazing |
