{"id":395482,"date":"2024-10-20T04:20:01","date_gmt":"2024-10-20T04:20:01","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-215-2021\/"},"modified":"2024-10-26T08:05:55","modified_gmt":"2024-10-26T08:05:55","slug":"aci-215-2021","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-215-2021\/","title":{"rendered":"ACI 215 2021"},"content":{"rendered":"
Fatigue is a mechanical degradation process caused by repeated loads, such as traffic loading or wind loads on a bridge, that results in irreversible damage in concrete structures. Many types of concrete elements are subjected to repeated loads, such as airport and roadway pavements, bridge girders, bridge decks, wind turbines, and prestressed concrete railroad ties. This document provides information that will benefit practicing engineers interested in the design or rehabilitation of concrete structures subjected to high-cycle fatigue\u2014that is, stress cycles in which the material behavior remains within the elastic range. The effects of repeated loads on plain concrete, reinforcing materials, and reinforced concrete systems are discussed based on a summary of available literature. This report does not contain detailed design procedures but rather should be considered a general resource providing a comprehensive overview of fatigue issues in reinforced concrete structures. Keywords: design; fabric-reinforced cementitious matrix; fatigue; fiber-reinforced concrete; fiber-reinforced polymers; prestressed concrete; rehabilitation; reinforced concrete; reinforcing materials; service life.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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4<\/td>\n | CHAPTER 1\u2014INTRODUCTION AND SCOPE 1.1\u2014Introduction <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | 1.2\u2014Scope CHAPTER 2\u2014NOTATION AND DEFINITIONS 2.1\u2014Notation <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | 2.2\u2014Definitions CHAPTER 3\u2014PLAIN CONCRETE 3.1\u2014Scope 3.2\u2014General 3.3\u2014Fatigue as a degenerative process <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | 3.4\u2014Fatigue life models 3.5\u2014Important parameters <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | CHAPTER 4\u2014REINFORCING MATERIALS 4.1\u2014Scope 4.2\u2014Fatigue of steel <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 4.3\u2014Fatigue of fiber-reinforced polymer composites <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | CHAPTER 5\u2014CONCRETE REINFORCED WITH BARS 5.1\u2014Scope 5.2\u2014Concrete reinforced with steel bars <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 5.3\u2014Concrete reinforced with FRP bars CHAPTER 6\u2014CONCRETE REINFORCED WITH PRESTRESSING REINFORCEMENT <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 6.1\u2014General 6.2\u2014Definitions 6.3\u2014Fatigue of fully prestressed concrete <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 6.4\u2014Fatigue of partially prestressed concrete <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 6.5\u2014Fatigue serviceability aspects <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | CHAPTER 7\u2014CONCRETE REINFORCED WITH DISCRETE FIBERS 7.1\u2014Scope 7.2\u2014General <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 7.3\u2014Fiber types CHAPTER 8\u2014CONCRETE REINFORCED WITH EXTERNAL SHEETS OR LAMINATES <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 8.1\u2014Scope 8.2\u2014Steel-reinforced concrete strengthened with external FRP materials <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 8.3\u2014Fatigue of adhesive systems for externally bonded FRP <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 8.4\u2014Steel-reinforced concrete strengthened with external FRCM materials CHAPTER 9\u2014REFERENCES <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | Authored references <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ACI PRC-215-21: Concrete Structure Design for Fatigue Loading\u2014Report<\/b><\/p>\n |