International Concrete Abstracts Portal

Showing 1-5 of 969 Abstracts search results

Document: 

SP364_10

Date: 

December 1, 2024

Author(s):

Hyeon-Jong Hwang, Jong-Min Lee, Han-Se Moon, and Hong-Gun Park

Publication:

Symposium Papers

Volume:

364

Abstract:

During construction, the load on the slabs can be up to 2 to 3 times their self-weight, which can damage serviceability and structural safety of the slabs with early-age concrete. In the present study, an existing model to predict the load on slabs during construction was modified to account for the use of regular supports and temporary supports in the shoring system, considering construction step where temporary supports are removed. Additionally, the effective supporting area of the shore was introduced to account for the uneven distribution of shores, thereby improving the prediction of construction loads on slabs. To verify the accuracy of the modified model, loads on shores were measured at a wall-type residential building under construction in South Korea. For 2 stories, the loads on shores were measured and the measurement lasted for 45 days. The comparison between predicted and measured slab construction loads showed that the predicted construction load agreed with the measured construction load.

DOI:

10.14359/51745462


Document: 

CI4612PRO

Date: 

December 1, 2024

Author(s):

Phil Diekemper

Publication:

Concrete International

Volume:

46

Issue:

12

Abstract:

Currently, about 50% of all ready mixed concrete in the United States is produced using Type IL cement. However, in comparison to mixtures with Type I/II cement, there is a lack of information concerning constructability with such mixtures. To create a knowledge base, with a grant from the ACI Foundation, the American Society of Concrete Contractors and Giatec Scientific Inc. are collecting design characteristics of well-performing mixtures with Type IL cement for interior, non-air-entrained concrete floor slabs.


Document: 

CI4610ConcreteQA

Date: 

October 1, 2024

Publication:

Concrete International

Volume:

10

Issue:

46

Abstract:

The general purpose of reinforcing bars in slabs-on-ground is to control crack widths at the top surface of a slab. As the amount of reinforcement increases across the joint, the probability of out-of-joint cracking increases, as tighter cracks may occur at closer spacing than the joints. The Q&A provides some guidance on the amount of reinforcement crossing the joint and its role.


Document: 

CI4610Thiel

Date: 

October 1, 2024

Author(s):

Charles C. Thiel Jr. and K. Dirk Bondy

Publication:

Concrete International

Volume:

46

Issue:

10

Abstract:

All new parking structures in California are required to be wired for photovoltaic installations, resulting in conduit requirements that are excessive for some slabs. These conditions can seriously impair the structural load path and create an unanticipated structural hazard. The California State University (CSU) system’s Seismic Review Board developed interim conduit placement requirements for CSU projects.


Document: 

CI4606Pujol

Date: 

June 3, 2024

Author(s):

Santiago Pujol, Carlos E. Ospina, and Charles Kerby

Publication:

Concrete International

Volume:

46

Issue:

6

Abstract:

The article discusses field evidence, available test data, and a simple mechanical construct all suggesting that 1× √f’ c can be used as a pragmatic lower bound to shear strength of reinforced concrete beams and one-way slabs without transverse reinforcement, at least within certain ranges.


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