Matches in SemOpenAlex for { <https://semopenalex.org/work/W199107300> ?p ?o ?g. }
Showing items 1 to 67 of
67
with 100 items per page.
- W199107300 abstract "This paper presents the state-of-the-art in the evaluation of the flexural crack width development and crack control of flexural cracks in reinforced and prestressed concrete structures. It is based on extensive research over the past five decades in the United States and overseas in the area of macro-cracking in reinforced and prestressed concrete elements. Mitigation and control of cracking has become essential in order to maintain the integrity and aesthetics of concrete structures and their long-term durability performance. The trend is stronger than ever towards better utilization of concrete strength, use of higher strength concretes in the range of 12,000-20,000 psi and higher compressive strength, more prestressed concretes and increased uses of limit failure theories. All these trends require closer control of serviceability requirements of cracking and deflection behavior. The paper discusses and presents common expressions for the mitigation and control of cracking in reinforced concrete beams and thick one-way slabs, prestressed, pretensioned and post-tensioned flanged beams, reinforced concrete two-way action structural floor slabs and plates, and large diameter circular tanks. In addition, recommendations are given for the maximum tolerable flexural crack widths in concrete elements based on the cumulative experience of many investigators over the past five decades. The expressions include the ACI 318-99 crack control provisions in reinforced concrete beams and one-way slabs, and the Concrete Euro Code 1999 for the design of concrete buildings." @default.
- W199107300 created "2016-06-24" @default.
- W199107300 creator A5007482084 @default.
- W199107300 date "2001-01-01" @default.
- W199107300 modified "2023-09-27" @default.
- W199107300 title "DESIGN FOR CRACK CONTROL IN REINFORCED AND PRESTRESSED CONCRETE BEAMS, WHO-WAY SLABS AND CIRCULAR TANKS -- A STATE-OF-THE-ART" @default.
- W199107300 hasPublicationYear "2001" @default.
- W199107300 type Work @default.
- W199107300 sameAs 199107300 @default.
- W199107300 citedByCount "0" @default.
- W199107300 crossrefType "journal-article" @default.
- W199107300 hasAuthorship W199107300A5007482084 @default.
- W199107300 hasConcept C104304963 @default.
- W199107300 hasConcept C110245778 @default.
- W199107300 hasConcept C120665830 @default.
- W199107300 hasConcept C121332964 @default.
- W199107300 hasConcept C127413603 @default.
- W199107300 hasConcept C159985019 @default.
- W199107300 hasConcept C16995789 @default.
- W199107300 hasConcept C178405089 @default.
- W199107300 hasConcept C192562407 @default.
- W199107300 hasConcept C2780886216 @default.
- W199107300 hasConcept C2781355719 @default.
- W199107300 hasConcept C2988805333 @default.
- W199107300 hasConcept C58396970 @default.
- W199107300 hasConcept C66938386 @default.
- W199107300 hasConceptScore W199107300C104304963 @default.
- W199107300 hasConceptScore W199107300C110245778 @default.
- W199107300 hasConceptScore W199107300C120665830 @default.
- W199107300 hasConceptScore W199107300C121332964 @default.
- W199107300 hasConceptScore W199107300C127413603 @default.
- W199107300 hasConceptScore W199107300C159985019 @default.
- W199107300 hasConceptScore W199107300C16995789 @default.
- W199107300 hasConceptScore W199107300C178405089 @default.
- W199107300 hasConceptScore W199107300C192562407 @default.
- W199107300 hasConceptScore W199107300C2780886216 @default.
- W199107300 hasConceptScore W199107300C2781355719 @default.
- W199107300 hasConceptScore W199107300C2988805333 @default.
- W199107300 hasConceptScore W199107300C58396970 @default.
- W199107300 hasConceptScore W199107300C66938386 @default.
- W199107300 hasLocation W1991073001 @default.
- W199107300 hasOpenAccess W199107300 @default.
- W199107300 hasPrimaryLocation W1991073001 @default.
- W199107300 hasRelatedWork W1501124420 @default.
- W199107300 hasRelatedWork W1505747403 @default.
- W199107300 hasRelatedWork W1516586312 @default.
- W199107300 hasRelatedWork W1551592569 @default.
- W199107300 hasRelatedWork W1567313865 @default.
- W199107300 hasRelatedWork W2206503832 @default.
- W199107300 hasRelatedWork W2275245618 @default.
- W199107300 hasRelatedWork W2276442462 @default.
- W199107300 hasRelatedWork W2298388061 @default.
- W199107300 hasRelatedWork W2464565782 @default.
- W199107300 hasRelatedWork W2494026401 @default.
- W199107300 hasRelatedWork W2606455254 @default.
- W199107300 hasRelatedWork W2801047935 @default.
- W199107300 hasRelatedWork W2902658806 @default.
- W199107300 hasRelatedWork W2976075781 @default.
- W199107300 hasRelatedWork W2993075779 @default.
- W199107300 hasRelatedWork W3128904248 @default.
- W199107300 hasRelatedWork W603932108 @default.
- W199107300 hasRelatedWork W651989948 @default.
- W199107300 hasRelatedWork W844807560 @default.
- W199107300 isParatext "false" @default.
- W199107300 isRetracted "false" @default.
- W199107300 magId "199107300" @default.
- W199107300 workType "article" @default.