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| Brand Name : | Zhonghai Bailey Bridge |
| Model Number : | CB200/CB321 |
| Certification : | IS09001, CE |
| Price : | USD 95-450 |
| Payment Terms : | L/C,D/P,T/T |
| Supply Ability : | 60000ton/year |
| Delivery Time : | 8-10 work days |
Prefabricated Highway Steel Bridge/reinforced Steel Structure Bridge
Ductility is a critical property of steel that significantly impacts the lifespan of bridges. Here’s how ductility affects bridge longevity:
1. **Energy Absorption and Redistribution**
Ductile materials can absorb and redistribute energy from dynamic
loads such as wind, earthquakes, and traffic. This ability helps
prevent sudden failures and ensures that the bridge can withstand
extreme conditions without catastrophic collapse.
2. **Fatigue Resistance**
Bridges are subjected to repetitive loading, which can lead to
fatigue failure over time. Ductile steel can deform slightly under
cyclic loading without developing critical cracks, enhancing the
bridge’s durability and lifespan.
3. **Corrosion Resistance**
Ductile steel, especially when combined with corrosion-resistant
alloys or coatings, can significantly reduce the risk of corrosion.
Corrosion can weaken steel components over time, reducing their
ability to support loads. High-quality steel with enhanced
ductility and corrosion resistance helps maintain the bridge’s
structural integrity.
4. **Repairability**
Ductile steel can be repaired more easily than brittle materials.
In the event of damage, ductile steel components can be reshaped or
welded without losing their structural integrity. This
repairability extends the bridge’s lifespan and reduces maintenance
costs.
5. **Long-term Durability**
Bridges made from ductile steel can last significantly longer than
those made from less ductile materials. For example, stainless
steel bridges can last over 100 years with minimal maintenance.
Even in highly corrosive environments, such as coastal areas,
ductile steel bridges can maintain their structural integrity.
6. **Flexibility in Design**
Ductility allows for more flexible design options, enabling
engineers to create bridges with longer spans and more complex
geometries. This flexibility can lead to more efficient use of
materials and reduced construction costs.
Conclusion
The ductility of steel is essential for extending the lifespan of
bridges. It enhances their ability to absorb and redistribute
stresses, resist fatigue, and withstand corrosive environments. By
choosing high-quality, ductile steel, engineers can design bridges
that are not only strong and durable but also cost-effective and
easier to maintain.
Specifications:
| CB321(100) Truss Press Limited Table | |||||||||
| No. | Lnternal Force | Structure Form | |||||||
| Not Reinforced Model | Reinforced Model | ||||||||
| SS | DS | TS | DDR | SSR | DSR | TSR | DDR | ||
| 321(100) | Standard Truss Moment(kN.m) | 788.2 | 1576.4 | 2246.4 | 3265.4 | 1687.5 | 3375 | 4809.4 | 6750 |
| 321(100) | Standard Truss Shear (kN) | 245.2 | 490.5 | 698.9 | 490.5 | 245.2 | 490.5 | 698.9 | 490.5 |
| 321 (100) Table of geometric characteristics of truss bridge(Half bridge) | |||||||||
| Type No. | Geometric Characteristics | Structure Form | |||||||
| Not Reinforced Model | Reinforced Model | ||||||||
| SS | DS | TS | DDR | SSR | DSR | TSR | DDR | ||
| 321(100) | Section properties(cm3) | 3578.5 | 7157.1 | 10735.6 | 14817.9 | 7699.1 | 15398.3 | 23097.4 | 30641.7 |
| 321(100) | Moment of inertia(cm4) | 250497.2 | 500994.4 | 751491.6 | 2148588.8 | 577434.4 | 1154868.8 | 1732303.2 | 4596255.2 |
| CB200 Truss Press Limited Table | |||||||||
| NO. | Internal Force | Structure Form | |||||||
| Not Reinforced Model | Reinforced Model | ||||||||
| SS | DS | TS | QS | SSR | DSR | TSR | QSR | ||
| 200 | Standard Truss Moment(kN.m) | 1034.3 | 2027.2 | 2978.8 | 3930.3 | 2165.4 | 4244.2 | 6236.4 | 8228.6 |
| 200 | Standard Truss Shear (kN) | 222.1 | 435.3 | 639.6 | 843.9 | 222.1 | 435.3 | 639.6 | 843.9 |
| 201 | High Bending Truss Moment(kN.m) | 1593.2 | 3122.8 | 4585.5 | 6054.3 | 3335.8 | 6538.2 | 9607.1 | 12676.1 |
| 202 | High Bending Truss Shear(kN) | 348 | 696 | 1044 | 1392 | 348 | 696 | 1044 | 1392 |
| 203 | Shear Force of Super High Shear Truss(kN) | 509.8 | 999.2 | 1468.2 | 1937.2 | 509.8 | 999.2 | 1468.2 | 1937.2 |
| CB200 Table of Geometric Characteristics of Truss Bridge(Half Bridge) | ||||
| Structure | Geometric Characteristics | |||
| Geometric Characteristics | Chord Area(cm2) | Section Properties(cm3) | Moment of Inertia(cm4) | |
| ss | SS | 25.48 | 5437 | 580174 |
| SSR | 50.96 | 10875 | 1160348 | |
| DS | DS | 50.96 | 10875 | 1160348 |
| DSR1 | 76.44 | 16312 | 1740522 | |
| DSR2 | 101.92 | 21750 | 2320696 | |
| TS | TS | 76.44 | 16312 | 1740522 |
| TSR2 | 127.4 | 27185 | 2900870 | |
| TSR3 | 152.88 | 32625 | 3481044 | |
| QS | QS | 101.92 | 21750 | 2320696 |
| QSR3 | 178.36 | 38059 | 4061218 | |
| QSR4 | 203.84 | 43500 | 4641392 | |
Advantage
Possessing the features of simple structure,
convenient transport, speedy erection
easy disassembling,
heavy loading capacity,
great stability and long fatigue life
being capable of an alternative span, loading capacity

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| Jiangsu Zhonghai Bridge Equipment Co.,LTD |
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