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CONCRETE STRUCTURES SUBJECTED TO IMPACT AND BLAST LOADINGS AND THEIR COMBINATIONS

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Referencia: Código 09940


DESCRIPCIÓN:

Mayo de 2022  - Chunwei Zhang, Gholamreza Gholipour  -  Refª 9940

CONTENIDO:

Chunwei Zhang, Gholamreza Gholipour

Mayo de 2022      Páginas: 334

Código 9940      ISBN/EAN: 9781032200514

Book Description

Although much research focuses on investigating the responses of reinforced concrete (RC) structures under sole impact or blast loads, the responses of RC structures under a combination of impact and blast loads currently represent a gap in our knowledge.

The combined actions of impact and blast loadings may be applied to RC structures during accidental or intentional collision of vessels, vehicles, etc., carrying explosive materials. A comprehensive study on the vulnerability of various structural members is carried out using finite element (FE) simulations under combination of impact and blast loads with the variations of various loading- and structural-related parameters and key parameters.

This book introduces various structural analysis approaches for concrete structures when subjected to extreme loads such as impact and blast loadings. The theory of the combinations of impact and blast loads is proposed that can provide primary insights to the specific readers to develop new ideas in impact and blast engineering, including combined actions of extreme loads arising from real-world intentional or accidental events.

This book will be of value to students (undergraduate or postgraduate), engineers, and researchers in structural and civil engineering, and specifically, those who are studying and investigating the performances of concrete structures under extreme loads.

Table of Contents

1. Introduction. 2. State-of-the-art review on concrete structures subjected to impact loads. 3. State-of-the-art review on concrete structures subjected to blast loads. 4. Nonlinear dynamic analysis of RC columns subjected to lateral impact loads. 5. Progressive damage assessment of bridge pier subjected to ship collision. 6. Simply-supported RC beams subjected to combined impact-blast loads. 7. Loading rate effect on the responses of beam subjected to combine loads. 8. RC columns subjected to the combination of impact and blast loads. 9. Bridge pier subjected to vessel impact combined with blast loads. 10. Summary.

Author(s)

Biography

Chunwei Zhang obtained his PhD degree from Harbin Institute of Technology in 2005. From 2005 to 2007, he was a research associate in Harbin Institute of Technology; From 2007 to 2010 he was an Assistant Professor at Harbin Institute of Technology. From 2010 to 2015, he was a senior lecturer at Western Sydney University. He is currently a Professor at Qingdao University of Technology and Director of the Structural Vibration Control group. He has also served as the Secretary-general for the Young Researcher's Forum at the 14th World Conference on Earthquake Engineering, and as committee member of the Dynamics and Control Division of American Society of Civil Engineer (ASCE). He has been in charge of and has participated in several major research programs, including general projects from National Science Foundation of China (NSFC), Key Technology R&D and 863 discovery and 973 major fundamental programs from Ministry of Science and Technology of China as well as industry grants etc. He was also the external assessor for National Science Foundation of China. His research interests include structural control, blast resistance and protective engineering. He has been awarded the first grade prize for Science and Technology Progress in 2009 by China Ministry of Education, and the Japan Society of Seismic Isolation (JSSI) award in 2004, and the best paper award for the eleventh international symposium on Structural Engineering.

Gholamreza Gholipour received his B.Sc. and M.Sc. degrees in Civil Engineering from Azarbaijan Shahid Madani University, Tabriz, Iran, in 2011 and 2014, respectively. He recently received his PhD degree in Civil Engineering with a specialization in Structural Engineering from Qingdao University of Technology (QUT) in China. His research interests are structural analysis, ocean engineering, bridge engineering, and concrete structures under extreme loads.

Descripción del libro

Aunque gran parte de la investigación se centra en investigar las respuestas de las estructuras de hormigón armado (RC) bajo un solo impacto o cargas explosivas, las respuestas de las estructuras CR bajo una combinación de impacto y cargas explosivas actualmente representan una brecha en nuestro conocimiento.

Las acciones combinadas de impacto y cargas explosivas se pueden aplicar a las estructuras CR durante la colisión accidental o intencional de embarcaciones, vehículos, etc., que transporten materiales explosivos. Se lleva a cabo un estudio completo sobre la vulnerabilidad de varios miembros estructurales utilizando simulaciones de elementos finitos (FE) bajo una combinación de cargas de impacto y explosión con las variaciones de varios parámetros clave y relacionados con la carga y la estructura.

Este libro presenta varios enfoques de análisis estructural para estructuras de hormigón cuando se someten a cargas extremas, como cargas de impacto y explosión. Se propone la teoría de las combinaciones de cargas de impacto y explosión que puede proporcionar conocimientos primarios a los lectores específicos para desarrollar nuevas ideas en la ingeniería de impacto y explosión, incluidas las acciones combinadas de cargas extremas que surgen de eventos intencionales o accidentales del mundo real.

Este libro será de valor para estudiantes (pregrado o posgrado), ingenieros e investigadores en ingeniería civil y estructural, y específicamente, aquellos que están estudiando e investigando el comportamiento de las estructuras de concreto bajo cargas extremas.

Tabla de contenido

1. Introducción. 2. Revisión del estado del arte en estructuras de hormigón sometidas a cargas de impacto. 3. Revisión del estado del arte en estructuras de hormigón sometidas a cargas explosivas. 4. Análisis dinámico no lineal de columnas CR sometidas a cargas de impacto lateral. 5. Evaluación progresiva de daños en el pilar de un puente sujeto a colisión de barcos. 6. Vigas de hormigón armado simplemente apoyadas sujetas a cargas combinadas de impacto-explosión. 7. Efecto de la tasa de carga sobre las respuestas de vigas sujetas a cargas combinadas. 8. Columnas RC sujetas a la combinación de cargas de impacto y explosión. 9. Pilar de puente sujeto al impacto de embarcaciones combinado con cargas explosivas. 10. Resumen.

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