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Retrofitting techniques for reinforced concrete (RCC) buildings are used to enhance their structural performance, improv...
27/06/2024

Retrofitting techniques for reinforced concrete (RCC) buildings are used to enhance their structural performance, improve safety, and extend their lifespan. Here are some common retrofitting techniques:

1. Jacketing:
- Concrete Jacketing:Adding a new layer of concrete around existing columns, beams, or walls to increase their strength and stiffness.
- Steel Jacketing: Encasing structural elements with steel plates and filling the gap with non-shrink grout to improve load-bearing capacity.

2. Fiber Reinforced Polymer (FRP) Wrapping
- Wrapping structural elements with FRP sheets or strips to enhance their tensile strength, ductility, and shear capacity.

3. Base Isolation:
- Installing isolators (e.g., rubber bearings) between the foundation and superstructure to decouple the building from ground motions during an earthquake.

4. Seismic Dampers:
- Incorporating devices like viscous dampers, friction dampers, or tuned mass dampers to dissipate seismic energy and reduce vibrations.

5. Bracing Systems:
- Adding steel bracings (e.g., diagonal, X-bracing) to increase the lateral stiffness and strength of the building.

6. Infilling with Shear Walls:
- Adding reinforced concrete or masonry shear walls to improve lateral load resistance.

7. Adding Wing Walls:
- Extending the ends of shear walls or columns with additional wall segments to increase their strength and stability.

8. Section Enlargement:
- Increasing the cross-sectional area of structural elements like beams, columns, and slabs to enhance their load-bearing capacity.

9. External Post-Tensioning:
- Applying external post-tensioned cables to beams and slabs to improve their flexural capacity and reduce deflections.

10. Foundation Strengthening:
- Strengthening or enlarging the foundation to support increased loads from retrofitted superstructures, often involving underpinning or adding new piles.

11. Grouting:
- Injecting grout into cracks and voids to restore the integrity and strength of concrete elements.

12. Shotcrete:
- Applying a layer of shotcrete (sprayed concrete) to deteriorated surfaces to repair and strengthen them.

Selecting the appropriate retrofitting technique depends on the specific requirements of the building, the nature of the deficiencies, and the desired performance levels.

 #নির্দিষ্ট ওজন/ইউনিট ওয়েট , যা একক ওজন নামেও পরিচিত (প্রতীক γ , গ্রীক অক্ষর গামা ), একটি নির্দিষ্ট পরিমাণ আয়তন- যা এক...
26/06/2024

#নির্দিষ্ট ওজন/ইউনিট ওয়েট , যা একক ওজন নামেও পরিচিত (প্রতীক γ , গ্রীক অক্ষর গামা ), একটি নির্দিষ্ট পরিমাণ আয়তন- যা একটি উপাদানের প্রতি ইউনিট আয়তনের ওজন হিসাবে সংজ্ঞায়িত করা হয় । সিভিল ইঞ্জিনিয়ার দের ব্যবহৃত কিছু materials এর ইউনিট ওয়েট দেয়া হলো।
#কনস্ট্রাকশন #সিভিল

 #কনস্ট্রাকশন এর কিছু হেভি ইকুইপমেন্ট এর সাথে আসুন পরিচিত হই।সিভিল ইঞ্জিনিয়ারদের প্রয়োজনীয় সকল তথ্য পেতে পেজের সাথেই থাক...
25/06/2024

#কনস্ট্রাকশন এর কিছু হেভি ইকুইপমেন্ট এর সাথে আসুন পরিচিত হই।সিভিল ইঞ্জিনিয়ারদের প্রয়োজনীয় সকল তথ্য পেতে পেজের সাথেই থাকুন

Beam under torsionWhen a beam supports a slab (or when it carries another beam only on its one side), it is subjected to...
25/06/2024

Beam under torsion

When a beam supports a slab (or when it carries another beam only on its one side), it is subjected to direct torsion.
For common buildings in areas with high seismic activity, torsion is a quite dangerous stress condition, because:

a) It is a statically determined stress. This means that if a failure occurs there is no possibility for transition to another static state.

b) The rotations caused to the beam due to creep are relatively large thus leading to large slab deformations.

c) Failure is caused by shear stresses therefore, it is of brittle nature and consequently there are no signs of the impending failure.

d) It is not easy for the technicians to understand that the formwork of the elements under torsion must not be removed the usual time. On the contrary, the formwork must remain in place until the following-phase-casted-concrete that affects these elements is adequately hardened.

e) Reinforcing beams subjected to torsion follows special rules. In order to apply these rules, one does not only require thorough knowledge but also extreme care during the implementation.

Whether the beam section is hollow or solid it counteracts with the torsional moment and maintains a state of equilibrium with a closed flow of torsional shear stresses, in a peripheral zone.

Due to the high shear strength requirements, beams under torsion, are usually constructed with a large width. That way the beam’s section approximates the square shape.

Torsion causes diagonal tensile stresses along the entire perimeter of the beam and in order for these stresses to be carried both longitudinal and vertical reinforcement is required. The longitudinal reinforcement at the upper and lower side of the beam is provided by the upper and lower rebars, while the longitudinal reinforcement of the side-faces is provided by the rebars placed along the stirrups’ legs length.

The longitudinal rebars of the support areas are required to withstand the highest torsional stresses. Therefore, in order to behave in the required way, all rebars placed at the upper, lower and side parts of the beam must be properly anchored inside the column.

In order for the vertical reinforcement i.e. the stirrups to carry the required stresses; they must be properly closed therefore, it is mandatory to be formed with a double hook.
The rebars of the slab supported by a beam, must be anchored at least with double bending, as shown at the above detail. The rest of the reinforcement has to abide by the rules regarding cantilevers as explained in the following chapter.

In order to be able to place the slab’s rebars, the formwork must have its back side-face open. Alternatively, the vertical slab bar could be constructed 50 mm shorter so as to be placed unobstructed above the longitudinal reinforcement at the bottom part of the beam.

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