{"id":449470,"date":"2024-10-20T09:02:58","date_gmt":"2024-10-20T09:02:58","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-213-2014-ra-2023\/"},"modified":"2024-10-26T16:55:09","modified_gmt":"2024-10-26T16:55:09","slug":"aci-213-2014-ra-2023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-213-2014-ra-2023\/","title":{"rendered":"ACI 213 2014 RA 2023"},"content":{"rendered":"
The guide summarizes the present state of technology, presents and interprets the data on lightweight-aggregate concrete from many laboratory studies and the accumulated experience resulting from its successful use, and reviews performance of structural lightweight aggregate concrete in service. This guide includes a definition of lightweight-aggregate concrete for structural purposes and discusses, in a condensed fashion, the production methods for and inherent properties of structural lightweight aggregates. Current practices for proportioning, mixing, transporting, and placing; properties of hardened concrete; and the design of structural concrete with reference to ACI 318 are all discussed. Keywords: abrasion resistance; aggregate; bond; contact zone; durability; fire resistance; internal curing; lightweight aggregate; lightweight concrete; mixture proportion; shear; shrinkage; specified density concrete; strength; thermal conductivity<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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3<\/td>\n | TITLE PAGE <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | CHAPTER 1\u2014INTRODUCTION AND SCOPE 1.1\u2014Introduction 1.2\u2014Scope <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | CHAPTER 2\u2014NOTATION AND DEFINITIONS 2.1\u2013\u2013Notation 2.2\u2013\u2013Definitions CHAPTER 3\u2013\u2013STRUCTURAL LIGHTWEIGHT AGGREGATES 3.1\u2014Internal structure of lightweight aggregates 3.2\u2014Production of lightweight aggregates <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | 3.3\u2014Aggregate properties <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | CHAPTER 4\u2014SPECIFYING, PROPORTIONING, MIXING, AND HANDLING 4.1\u2014Scope 4.2\u2014Specifying lightweight concrete 4.3\u2014Materials <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 4.4\u2014Mixture proportioning criteria <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 4.5\u2014Proportioning and adjusting mixtures <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 4.6\u2014Aggregate preparation for mixing 4.7\u2014Placing and finishing <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 4.8\u2014Curing 4.9\u2014Laboratory and field control CHAPTER 5\u2014PHYSICAL AND MECHANICAL PROPERTIES OF STRUCTURAL LIGHTWEIGHT AGGREGATE CONCRETE 5.1\u2014Scope 5.2\u2014Compressive strength <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 5.3\u2014Density of lightweight concrete 5.4\u2014Tensile strength <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 5.5\u2014Modulus of elasticity 5.6\u2014Poisson\u2019s ratio 5.7\u2014Ultimate strain 5.8\u2014Creep <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 5.9\u2014Shrinkage <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 5.10\u2014Bond strength 5.11\u2014Thermal expansion 5.12\u2014Heat flow properties <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 5.13\u2014Fire endurance <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 5.14\u2014Energy absorption and blast resistance CHAPTER 6\u2014DURABILITY OF STRUCTURAL LIGHTWEIGHT-AGGREGATE CONCRETE 6.1\u2014General <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 6.2\u2014Absorption 6.3\u2014Contact zone\/interface <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 6.4\u2014Resistance to corrosion <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 6.5\u2014Alkali-aggregate reaction 6.6\u2014Abrasion resistance CHAPTER 7\u2014DESIGN OF STRUCTURAL LIGHTWEIGHT-AGGREGATE CONCRETE 7.1\u2014Scope 7.2\u2014General considerations 7.3\u2014Modulus of elasticity <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 7.4\u2014Tensile strength 7.5\u2014Shear and diagonal tension <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 7.6\u2014Development length 7.7\u2014Deflection <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 7.8\u2014Columns 7.9\u2014Prestressed lightweight concrete <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 7.10\u2014Thermal design considerations 7.11\u2014Seismic design 7.12\u2014Fatigue <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | CHAPTER 8\u2014PERFORMANCE AND APPLICATIONS OF LIGHTWEIGHT-AGGREGATE CONCRETE 8.1\u2014Scope and historical development 8.2\u2014Structural efficiency of lightweight concrete 8.3\u2014Applications of high-performance lightweight concrete <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | 8.4\u2014Self-consolidating lightweight concrete <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 8.5\u2014Advantages of lightweight concrete <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 8.6\u2014Sustainability of lightweight concrete CHAPTER 9\u2014ENHANCED PERFORMANCE DUE TO INTERNALLY STORED WATER (INTERNAL CURING) 9.1\u2014Concept of internal curing 9.2\u2014Mixture proportioning for internal curing <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 9.3\u2014Properties of the aggregate for internal curing <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | 9.4\u2014Influence of internal curing on concrete properties and behavior <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | 9.5\u2014Field experience <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 9.6\u2014Internal curing summary and potential impact on sustainability CHAPTER 10\u2014REFERENCES <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | Authored documents <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ACI PRC-213-14(23) Guide for Structural Lightweight-Aggregate Concrete Reapproved 2023<\/b><\/p>\n |