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ACI SP 306:2016

Current

Current

The latest, up-to-date edition.

ANALYTICAL AND FINITE ELEMENT CONCRETE MATERIAL MODELS - COMPARISON OF BLAST RESPONSE ANALYSIS OF ONE WAY SLABS WITH EXPERIMENTAL DATA

Available format(s)

Hardcopy , PDF

Language(s)

English

Published date

01-01-2016

SP-306 - 1
Parameters Influencing Finite Element Results for Concrete
Structures
Authors: Joseph M. Magallanes, Youcai Wu, Shengrui Lan,
and John E. Crawford

SP-306 - 2
Numerical Computation of Reinforced Concrete Slabs
Subjected to Blast Loading 2
Authors: Ran Ganel, Eytan Kochavi, and Gabi Ben-Dor

SP-306 - 3
Numerical Modelling For Reinforced Concrete Response
to Blast Load:
Understanding The Demands On Material Models3
Authors: Jiaming Xu and Yong Lu

SP-306 - 4
Blast Response Simulation of Reinforced Concrete Panels
Bridges over State Ave in Kansas City, KS.4
Authors: Ravi Mullapudi and Yavuz Mentes

SP-306 - 5
Modeling The Response of Concrete Slabs Under Blast
Loading 5 Authors: Pierluigi Olmati, Patrick Trasborg, Clay
Naito, Luca Sgambi, and Franco Bontempi

SP-306 - 6
Simulation of Concrete Slabs Subjected To Blast Using The
Cohesive Crack Model 6
Authors: G. Morales-Alonso, D.A. Cend?n, and V. Sanchez-Galvez

SP-306 - 7
SDOF and HYDROCODE Simulation of Blast-Loaded
Reinforced Concrete Slabs 7
Author: Tarek H Kewaisy

SP-306 - 8
Blind Simulation of Blast Loaded Slabs Using Rcblast
Software


SP-306 - 9
Finite Element Analysis and Experimental Validation of
Reinforced Concrete Single-Mat Slabs Subjected to Blast
Loads 9
Authors: Gunjan Shetye, Kavya Thadisina, and Ganesh Thiagarajan

Defines the response of reinforced concrete slabs subjected to a specified blast load using a variety of simulation methods.

Committee
447
DocumentType
Standard
ISBN
9781942727774
Pages
216
PublisherName
American Concrete Institute
Status
Current

ASCE/SEI 59 11 : 2011 BLAST PROTECTION OF BUILDINGS
ACI 318 : 2014 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY
API 752 : 2009 MANAGEMENT OF HAZARDS ASSOCIATED WITH LOCATION OF PROCESS PLANT PERMANENT BUILDINGS

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