Skip to Main Content
Skip Nav Destination
Pipe Stress EngineeringAvailable to Purchase
By
Liang-Chuan Peng
Liang-Chuan Peng
Search for other works by this author on:
Tsen-Loong Peng
Tsen-Loong Peng
Search for other works by this author on:
ISBN:
9780791802854
No. of Pages:
500
Publisher:
ASME Press
Publication date:
2009

In the modern society, products are seldom consumed in the same location where they are produced. This is true for most items, from basic farm products to very sophisticated high-technology industrial products. These products are often transported thousands of miles to reach their consumers. The difference lies in terms of the most suitable means of transporting these products into the market. For liquid and gaseous products, pipelines have proven to be the safest and most economical means of transportation onshore, and one of the most reliable methods for transporting these products across the water.

Figure 10.1 exemplifies the needs of transportation pipelines for crude oil and its refined products. The crude produced from the oil field has to be transported to the user, either a refinery or a shipping terminal, located hundreds of miles away. Because an oil refinery is generally located away from a populated area that will be consuming the refined products, the refined products will then need to be transported from the oil refinery to the consuming market. This is the situation with oil and natural gas. The main characteristic of the transportation pipeline is that it involves a large quantity of pipe, which often requires multiple suppliers for a single project. A transportation pipeline also generally runs many miles without any attachment of special components, such as elbows, tees, and other stress risers.

10.1. Governing Codes and General Design Requirements
10.1.1 B31.4 Liquid Petroleum Pipeline
10.1.2 B31.8 Gas Transmission Pipeline
10.2. Behavior of Long Pipeline
10.2.1 Pressure Elongation
10.2.2 Anchor Force
10.2.3 Potential Movement of Free Ends
10.2.4 Movement of Restrained Ends
10.2.5 Stresses at Fully Restrained Section
10.3. Pipeline Bends
10.4. Basic Elements of Soil Mechanics
10.4.1 Types of Soils
10.4.2 Friction Angle
10.4.3 Shearing Stress
10.4.4 Soil Resistance Against Axial Pipe Movement
10.4.5 Lateral Soil Force
10.4.6 Soil-Pipe Interaction
10.5. Example Calculations of Basic Pipeline Behaviors
10.5.1 Basic Calculations
10.5.2 Soil-Pipe Interaction
10.6. Simulation of Soil Resistance
10.7. Behavior of Large Bends
10.8. Construction of Analytical Model
10.9. Anchor and Drag Anchor
This content is only available via PDF.
You do not currently have access to this chapter.

or Create an Account

Close Modal
Close Modal