{"id":186262,"date":"2024-10-19T11:41:37","date_gmt":"2024-10-19T11:41:37","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-544-4r-18\/"},"modified":"2024-10-25T04:05:52","modified_gmt":"2024-10-25T04:05:52","slug":"aci-544-4r-18","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-544-4r-18\/","title":{"rendered":"ACI 544.4R 18"},"content":{"rendered":"
New developments in materials technology and the addition of field experience to the engineering knowledge base have expanded the applications of fiber-reinforced concrete (FRC). Fibers are made with different materials and can provide different levels of tensile\/flexural capacity for a concrete section, depending on the type, dosage, and geometry. This guide provides practicing engineers with simple, yet appropriate, design guidelines for FRC in structural and nonstructural applications. Standard tests are used for characterizing the performance of FRC and the results are used for design purposes, including flexure, shear, and crack-width control. Specific applications of fiber reinforcement have been discussed in this document, including slabs-on-ground, composite slabs-on-metal decks, pile-supported ground slabs, precast units, shotcrete, and hybrid reinforcement (reinforcing bar plus fibers).<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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3<\/td>\n | TITLE PAGE \n <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | CHAPTER 1\u2014INTRODUCTION AND SCOPE 1.1\u2014Introduction <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | 1.2\u2014Scope 1.3\u2014Historical aspects <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | CHAPTER 2\u2014NOTATION AND DEFINITIONS 2.1\u2014Notation <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 2.2\u2014Definitions CHAPTER 3\u2014CHARACTERISTICS OF FRC 3.1\u2014Classification of fibers <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 3.2\u2014Performance of FRC <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 3.3\u2014Standard test methods for FRC <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 3.4\u2014Strain softening and strain hardening <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | CHAPTER 4\u2014DESIGN CONCEPTS AND GUIDES 4.1\u2014Design concepts 4.2\u2014Tensile stress-strain response for FRC 4.3\u2014Correlation of tensile and flexural response for FRC <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 4.4\u2014Design of RC for flexure (stress block) 4.5\u2014Design of FRC for flexure (ASTM C1609\/C1609M, in conjunction with RILEM TC 162-TDF [2003]) <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 4.6\u2014Design of FRC for flexure (Model Code 2010 [fib 2013]) <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 4.7\u2014Design of FRC for flexure-hybrid reinforcement <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 4.8\u2014Design of FRC for shear <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 4.9\u2014Parametric-based design for FRC <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | CHAPTER 5\u2014DESIGN FOR SPECIFIC APPLICATIONS 5.1\u2014Slabs-on-ground <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 5.2\u2014Extended joint spacing <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 5.3\u2014Elevated floors\/slabs-on-piles 5.4\u2014Composite steel decks <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 5.5\u2014Precast units <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 5.6\u2014Shotcrete <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 5.7\u2014Crack control and durability <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | CHAPTER 6\u2014CONSTRUCTION PRACTICES 6.1\u2014Mixture design recommendations for FRC 6.2\u2014Workability of FRC 6.3\u2014Adding and mixing fibers 6.4\u2014Placing, consolidation, and finishing FRC <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 6.5\u2014Quality control for FRC 6.6\u2014Contraction (control) joints 6.7\u2014Specifying FRC CHAPTER 7\u2014REFERENCES <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | Authored references <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | APPENDIX\u2014SOLVED EXAMPLE PROBLEMS FOR SECTION 4.9\u2014PARAMETRIC BASED DESIGN FOR FRC Case A: Calculation of the moment capacity of a given section <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | Case B: Calculation of \u03bc based on parametric-based design for FRC (ACI 544.8R) <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | Case C: Calculation of \u03bc for the replacement of reinforcement in a singly reinforced slab (ACI 544.8R) <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" 544.4R-18: Guide to Design with Fiber-Reinforced Concrete 2018<\/b><\/p>\n |